Handbook And Directory Of The Concrete Industry In India

HANDBOOK

AND

DIRECTORY

OF THK

CONCRETE INDUSTRY
IN INDIA

Cimiiiliil l>!/

At^N A.M.lN.ST.(Mil.,

^r.I.S’i'iUKT.H., (Inhia).

DirevtiiT (iiul MftnttjiPT,

THE (10N(!RETE ASSOCIATION OF INDIA.

Telephone

Head Office.

Building*) Home Stfeet.

PREFACE

There are already a vasl nninber rtf liandhodks and lcxtl)»oks
on the uses of Portland Cement and (k)nei(;lt' i)iil)lislie<l in m.mv
languages. In the English language tlieii' .iii' (liose lium (in'.d
Britam and Amenca wliicli are the u.sual lexlbnnks usi'd in the
Bntish Empire, but these aic not always cxstly obtainable liy
cement users m India and we tlieruforo hope that this handbook
vail be found useful.

There are still some people who are inclined to believe that
any matenaJ manufactured in India cannot be as good as the old
imported article to whicli they were accustomed yearn ago, and
therefore steadfastly endeavour to obtain the imporlnl sudieli'
refusing to reahse that the home product will give tliem better
satisfaction at a lowei cost ; Modem Portland CeraeiU is ,i sens!
tivc material and undoubtedly gives its best results when used m
a climate and temperature similar to that in which il was manu-
facture. If for no other reason then, for this alone Indian Cement
IS obviously the best for use in India.

Some of the following notes and tables luivts been selected
from the pubhcations of the Portland Cement As-soeiiition tif Ame-
nca and tlic British Portland Cement Assoeialioii to whom f>ui
thanlcs are due for their permission to use this information.

HANDBOOK FOR THE
USE OF CONCRETE
IN INDIA.

CONTENTS.

CHAPTER I. — Portland CnMiiNX. —

History

Development

Location of Cement

Companies

Consumption — 1914,1928

Packing

B E S A. SjiccUlcation

Summary of Tests

Standard Contract Form for ^les

Return value of cement bags . ,

Storage of Cement

CHAPTER II. — Concrete Making—

Fine Aggregate Specification

Tests for Sands

Coarse Aggregate Specification

Grading 01 Aggregates

Standard Sieves

Water

Moisture Content in Aggregates

Water-Cement Ratio

Proportiomng Fine and Coarse Aggregates

Slump Test

How to make good coocretu

Colouring of Concrete

Mixing

Curing

CHAPTER III. — Concrete Roads —

One course construction definition . .

»» II ii • » • • • « • ■

Subgrade classification

Dimensions of Section , ,

Value of Reinforcement

(Concliisicns of Highway Research Board, Washington)

Subgrade Preparation

Matcrialb Specifications

Materials 1>wting

Construction Methods

Page

i

£

X

1

I

1

4

5
t)

7

7
H
H
H

8

<)

lu

tu

u

lb

to

18

lb

10

10

/n

-*4

A4

C'ONTENIS

I'.if'i.

Striking or Screedmg . , . . . . . . -'i

Tamping 1 »

Surface I'*inisluug . . . . . . . . < *

Curing and Protection . . . . 4 ^

Surface Hardening . . . . . . . • M

City Streets U

CHAPTER IV — Cbmbnt Macadam Roads —

Descnption . . . . 4»

Methods of construction 3^*

Cost * .»

CHAPTER V. — CoNCRETii Products —

Articles

Expedmenis on cost of manufacture

CHAPTER VI— Tables <& Memoranda —

Cement weights. .

Water weights . .

Concrete weights . .

Concrete Strength

Reinforc-oment tables of length and woiglils
C^oncrele material for one cu. yard . .

Concrete, classes of, for different degrees of exposure

Weights of Materials

Uses of Portiond Cement . . ;

CHAPl'ER VII.— Bibliography —

Books un Badges

.. M Building Construction

M Cement

,, ,, Concrete making ..

M ,, Design

,, „ Drainage

M ,, Form Work & Shuttering . *

M •» Handbooks Pocket Books

,, Machinery

M ,, Products

1 1 Roads

Penodicala . . • , , , ,

4*»

4»

4y

4^

4'^

3J

5«

V)

hi

bl

<»4

br»

W)
Oh
bt)

CHAPTER L

PORTLAND CEMENT.

The development of the Fcrtland Cement Trdustry in India
has advanced rapidly durirg 11 c last ten 5 cars. Until 1913 there
was not a single cem] any manufacturing cement in India and all
that vas used had to be imported.

The first cempany to ho cstaljli^ihcd was the Tndin.n Cement
Company, with iis verks at PoiLurdai cn the coast of ICatliiawar
State, which commented mai'.ufaclure in 1914, Other companies
were formed in quick succcfsion unt 1 to-day theie are ten com-
panies scattered all over India, each fullv equipped with llic modem
plant and turning out high class Portland C(’mcnt guaranteed up
to, and generally considerably exceeding, the requirements of tlio
British Standard Specification.

LOCATDN OF CEMENT COMPANIES IN INDIA

MMAT • Punjab PomMm L ro

. I •DELHI

^ i yOwAL

f BAAH^ m •L.

IKARAI5& mLAXHER!

miMMRBAtJDAR ^ v'

"wALKm Cemcnt Cd^ Lr0*

• LUCKNOW

SO^ VaLUV PoRTLAAAi> CeMEHT

\MEHGAON

E BOMBAY

%ABIAN

S£A

•NAGPUR \

f^Am CxMOrr S, imusrm^
Co, Ltd.

Shahabad Oa>ofrCB,L:

SHAMBAO

«C/AWUTTA

y7 BAYor ^
BEAAGAL

rmAL Rrovswees Pwr-
L.AND Cement Co., Lm,

Lima Csmew" Company of
fNe>M Ltd.

'MADRAS

The advantages to tlie population of the nninln*. owing to
this estabhshment of a most important tiade an' olnious, and
cement with its many forms and uses is now avtulnblc in flu' wlu*l('
population with tlie result that many works of vast impoitaiuo
to W advancement of civilization, such as railways, mails, imga-
tion, drainage, buildings, etc., have been carried out with spe*''!
and economy that were not possible heretofore.

A glance at the map will show how widely the emupauies avo
distributed.

The rapid growth of the popularity of cement niiuiufactuifd
in India testifies to the faith that Engineers and Huildcis have on
the product. That that faith has been justified is evident from
the succes.. of the vast engineering enterprises undertaki-n and
brought to a successful conclusion with the use of Portland t'l mt'nt
manufactured.

The foUoAving figures of Cement consumption ilhislrato the
growth of the industry during recent years.

Portland Cement Consumption in India. (Kwluding liurma.)

Coment mnnii-

Year

Imported Com cut

factured in Tndm.

Tt)lal nmsninptlon.

Tons.

Tons.

1914

150,530

945

, > 3 ». 47 .‘*

1915

126,495

17,912

* 44.377

1916

80,51.3

.38.G7*

> 1IQ.313 1

' '* 44 ^* i

1917

70,313

73.728

1918

20,Olb

« 4.344

\ 104,360 '

1919

83,097

80,812

109.909

1920

118,507

9 iia '53

309,760
' 23943 *

1921

107,009

132,812

1922

109,924

361,360

1923

98.481

234*93(1

333.41;

353,16#

1924

88,41()

263,740

1925

1926

68,200

54,800

3(10*549

388,000

4 » 8.749
< 443,806

1927

09,000

477*742

1928

74,700

557.93 i

I

Pctcking . — Cement in India is packed in Jute bag.s i-adi eon*
tammg 112 lbs. gross and as the approidmate weight of one bag is
if lbs. approx., the net contents of one bag are iioj to iiof lbs.
cement.

British Standard Specification

FOR

Portland Cement.

Revised 1925.

Summary of Tests.

Fmeiiess.— Residue on 180X180 sieve not to exceed
10 per cent, and residue on 76x76 sieve not to
exceed l per cent.

ib) Chemical Composition. — (i) The hydraulic modulus (or
ratio of hme to silica and alumina) to be not greater
than 2 • 90 nor less than 2 • 0.

(2) Loss on Igmtion not to exceed . . 3 per cent.

(3) Insoluble Residue „ „ .. 1-5 „ „

(4) Magnesia .. 4 „ „

(5) Total Sulphur calculated as Sul-

phuric Anhydride not to exceed . . 2 ‘ 75 „ „

"(c) Tensile Strength (Neat Cement). — Not less than
600 Ib.s per square inch (42 • 18 kg per cm 2) at 7 days.

id) Tensile Strength. — (Cement and Sand) 3-1 Sand Cement
Portar not less than 325 lbs. per square incli (22*85
kg. per cm*) at 7da3^, and 336 lbs. per square inch
(25-03 kg. per cm®) at 28 days, witli dimimshing
increase at 28 days on a' shding scale, as iier formula,
if the seven days' tests are higher than 325 lbs.

■(tf) Setting Time —

Normal Setting Cement. — Initial set of not less than 30
minutes, and final set of not more than ro hours.

(The^ term " quick setting ” cement does not necessarily
imply that the cement hardens quicldy.)

(/) Soundness.— Expansion by the Chatelier Test not mono
than 10 mm. (0*40 in.) after 24 hours' aeration, or
5 nun. (o*20 in.) after 7 days’ aeration.

(Reproduced by permission of the British Engineering Standards
Association from its Specification No. 12/1925 "Portland Ce-

The folhwing is a copy of Stzndciyd Contract foimfrr Cement
Saks us:d by the Manufacturers cf Cimjni xn India*

CONTRACT FOR
Portland Cement

An Ag ecment between Portland Cement

Ltd. hereinafter called “'ihe Sellers*’ thicugh their Selling

Agents „ to sell and

Messrs . „ to buy

the quantity here, n siiccilicd of » ^ Port-

land C 2 m 3 nt from thj C nnpaay’s Works at-™
on the terms and ccndilions foLoiring, ik.

Qmnity^^ - Ions in... .bags of an aver-

age weight of 1 12 ILs. each.

Weights* — ^Twenty bags of an average weight of 112 lbs. each
to be cons-da’cd equivalent to a ten cf cement. Railway weights
to be accepted us correct.

Delivery f. o. r. Works Siding in full wagon loads*

during for d spatch to ...

- „ (all conditions of the railway receipt to be

binding on the purchaser)

Free. — Rs. As. (

) per ton f. 0. R ,

If the quotation is r*. o r. destination and not f, o. r.
Works the goods to be nevertheless at the Buyers* risk from the
time delivery is mad 3 by the Works to the carriers and a clean,
railway twCeipfc obtained for the g 3 ods at the Works siding.

In the case of consignments sold f. o. r. d'^stination the Rail-
way freight to be nevertheless pajabli by Buyers at des^ation
and the amount of freight shown on the railway receipt td^ de-
ducted from the Sellers' invoice.

Pa;\'m 3 ri

— Guarantetd lo comply with Iho Bntish Standard
Specification (Revised 1925) in evcry^rcsprct.

In case of any di'^pnfe, samples lo be dra^^n in accordance with
the B. S ?. and tetded bv the Ciovcnimcnt ILuise, Alipore, or

ftllrh nthpl r^■/ iffnilQi H onfllunf^' na in^x» Ho nMniunlli/ fiornnrfS Tbp"

Packing , — Woven Jute bags of the usual good quality to be
used secured with vvire tics.

Refunds on empty b'lgs returned • — ^For bags returned to the
Works and passed as fit for re-issue by the Works Manager, whose
decision as to their suitability shall be final, the sum of annas ... .A
... .to be paid for each hag returned freight paid and annas. . . .
B. . . .for each bag relumed freight to pay.

Genetcd — ^Thc cement purchased under this contract being foi
the Buyers' own consumption or sale at the d'=‘stination specified
above or within their area the Buyers to indemnify the vSellers
against any loss or claim resulting from the use or sale of the Cement
in any other area.

No complaints to be entertained regarding the goods supplied
by the Sellers agaimst this contract unless such complaints are
notified to Sellers within seven days from arnval of the goods at
destination.

Strike and Accidmt Clxns ^, — The Sellers shall not be liable
for any delay, short delivery or failure to supply which may be
caused by reason or on account of or be contingent upon the act
of God or the King's enemies, plague, famine, pestilence or epide-
mic sickness, earthquakes, fires, storms or floods, restraints of
Rulers, Princes or peoples war, mutiny, not or disturbance,
strikes or lock-out of workmen, shortage or stoppage of labour
breakdown of or accident to machmery or plant from wbateve .
cause, arising, railway restrictions or the failure on the part or
railways to supply wagons, failure or shortage in supply of coaf
or other materials required for the purpose of manufacture directl 1
or indirectly affecting the performance of this contract or any othey
^urcumstanccs of any kind whatsoever beyond the control of ther
Sellers, Provided that in the event of such delay, short delivery
or failure to supply the Buyers shall allow the Sellers as many addi-
tional dayrs for ddivory as the hereinmentioned circumstances be-'
yond the control of the Sellers may continue.

The Buyers.

^ „;rJxe.SEl]ers.

A=3 annas ? Present current rates 1928

B= annas ^ subject to vetnation.

STORAGE OF CEMENT.

Cement being a lughly hydroscopic matenal must be protect-
ed from damp. In a country such as India, with an extensive
range of chmatic conditions, it is difl&cult to lay doTO univcrss.*'
rules for the guidance of the cement user

During the dry weather, m some parts of the country, where
the relative humidity of the atmosphere, even at mght is low,
httle or no protection may be necessary other than tarpa^^hIl
thro\TO over the stack of cement saclcs. But near the coast, or
anywhere else when the atmosphere is moist during any part of
the day or night, greater precautions are necessary In places*
where and dunng periods when heavy ramfalls have to be contend.-
ed with very particular care must be given to the proper storage of
cement to see that it is properly protected from the damp

Whenever there is any possibihty of the Cement bemg exposed'
to moist atmosphere it should be stored in a well constructed^
godown, or shed. The cement should not be allowed to he m con-
tact with the ground but either on two layers of bncks or better
stiU on a timber floor raised about six mches above the groTind.
The old necessity of aeratmg cement before use in the works in-
order to coo], any hot cement is absolutely done away with, by
modem methods of manufacture Moreover aeration of modem-
cement is hkely to detenorate it by aUowmg it to absorb moisture
from the atmosphere

The best method of stonng cement is, in bulk either in large
silos or bms such as are provided at the Cement Manufacturing
Company's works

It is therefore advisable not to store greater quantities of'
cement than are likely to be used in the immediate future. Thus a
supply of fresh cement will always be ensured. On large works
where it is necessary to store a few weeks supply, the bags should
be stacked in batdies of about 400 and they should not be stacked
more than 10 bags high If stacked to greater heights than^ this
the lower bags are subjected to too great a pressure and are liable
to burst.

For estimating the space occupied by cement in bags in storage
it may be assumed that 20 tons cement equalling 400 b^s stacked.
10 bags high will occupy a floor space 15 ft. by 8 ft. 6 inches and.
stand about 6 feet high.

CHAPTER 11.

CONCRETE MAKING.

Materials — ^Aggregates — ** Fine Aggregate.”

The usual specification for Fine Aggregate for use in Concrete
work IS that it shall consist of sand or stone screenings or other
inert materials with smular charactenstics, or shall be a combina-
tion thereof and be clean, well graded, hard, strong, durable,
uncoated grains, free from any deletenous matter such as loam,
clay, shells, soft oi flaky particles or any orgamc matter, and for
most work it is usual to specify that it shall all pass through a sieve
haying holes not greater than inch square. In some instance
this dimension may be raised to J inch square.

Teats.

(1) The first rough test for the suitability of the sand is the

feel to the hands It should feel clean. Also if
rubbed in the hands and leaves any stain or dirt it is
most probably unsuitable

(2) More Accurate Tests should be made m the case of any

doubt

The Sedimentation test is probably the most common and
easiest m practice. This consists of shaking vigorous-
ly a selected sample of the sand in a bottle with an
equal volume of clear water. After shaking the con-
tents of the bottle it should be allowed to settle for
one hour when the quantity of any silt which settles
on top of the sand should not exceed 5% of the total
volume of the onglnal sand

If the sand does not comply with these requirements it
may be washed and the test earned out again until
a sufiicient degree of cleanliness is attained.

Grading.

Sand that is well graded will have a lower proportion of voids
and produce concrete that is more workable than sand with*
particles all of one size.

All sand should pass on i inch sieve and not more than 15%
retamed on inch sieve.

Fme sands are uneconomical in the u|e of cement in that
they give a low yield of concrete and present a large surface area
for coatmg ; also, they stiffen the mix.

AU sand should be retained on a sieve having 100 me^he? per

Coarse Affgregato,

The usual specification for coarse aggregate^ is that it ^
consist of either broken stone or gravel or other inert matena
a combination of these and shall be clean, hard, strong, dura ) ,
uncoated, well-graded, free from dust or friable, thm clongaicu
or laminated pieces and containing no organic or other aclotciious
matter. The use of Dirty Aggregate will only result in weak ni>
satisfactory concrete. In case of any doubt, the aggi’cgate snoma
be washed Washing is most efficiently carried out by means^ ot a
nischanical washer but m some upcountry places, and on small
works the cost of a mechanical washer may not be justinid.

In that event, hand washing by coohes may be rcsortc a to wiln
some degree of success This consists of placing the aggregate in
baskets easily handled and either dipping them in a tank and so
washing out any impurities or by w^aslung small batches of
gate under a strong stream of water from a liosi pipe. Wiien
using baskets it is important to see that the holes in them do not
exceed J incli, otherwise the smaller particles which arc very
important to the concrete will also be washed out.

Grading of Aggregates.

For the purposes of testing sand and aggregates and calcu-
lating the fineness modulus a standard S2t of sieves should be used.

The set of sieves Imown as the Tyler Standard Sjt, has the
clear opening in each sieve, double the opening in the next smaller
sieve.

TABLE OF STANDARD SIEVES.

Sieve No.
or Size

In inches

Sieve

Opening

Inches

Wire

diameter

inches.

T<

Average

opening

)loranco iwrcont

Wire dlnmoter.

Under. | Over.

Vlaximum

opening.

No.

rpo

0*0059

0 0040

6

15

35

40

No,

50

o 0117

0 0074

6

15

33

40

No.

30

0*0232

0-0130

5

15

30

35

No.

i6

0-0469

0-0213

3

15

30

xo

No,

8

0-0937

0 0331

3

^5

30

10

No.

4

0- 187

0 050

3

15

30

xo

4 inch.

0-375

0 092

3

10

xo

10

1 ..

0-75

0 135

3

10

xo

10

I M

I -00

0 162

3

10

xo

xo

If »

1-50

0-177

3

xo

10

1 10

2

2-00

0- 192

3

10

xo

1 10

3 ••

3.00

0 25

3

10

10

i

Water;

Water used in Mixing Concrete must be clean, free from
oil, alkali and Acid. In ereneral. water that •fi+

Sea Water or any water containing ‘ialt should on no account
be used for concrete incorporating reinforcement as the salt will
attack and corrode the steel.

Moisture in the Aggre:];ate.

Moisture in fine or coarse aggregate mist be taken into
account in measuring the quantity of water used in mixing.

Approximite Amounts of free water in Average Aggregate.

Condition of Aggregate.

Imperml gallons per
cu, ft. of aggregate.

Verv wet sand . .

Moderately wet sand . .

Moist Sand

Moist Cra\cl or Crushed Stone

o- 0 to 1*2
o 5 to 0*6

0-25 to 0*3
o 23 to 0*3

Water Cemont Ratio.

It is now definitely established that the strength of a
concrete mixture depends on the quantity of mixing water in
the batch expressed as a ratio to the volume of cement, so long
as the concrete is workable and the Aggregates are clean and
structurally sound. The strength of the concrete decreases as
dhe water ratio increases.

In tlie accom-
panying diagram
Curve A may be
used for design
where the water-
cement ratio is
very carefully con-
trolled by accurate
quantities of water
cement and aggre-
gates with a proper
correction for the
free water con-
tained in the ag-
gregates. Curve
R should be used
for design when
normal conditions
of water control
and measurement
of Aggregates
exist and as may
bp fprmpd

Proportioning.

Fine and Coarse Aggregates.

The total quantity of water to be used with a sack of cement
and its fixed proportion of water should be such as to avoid both
over-wet and extremely dry mixes. The proportions of fine and
coarse should be such as to avoid foolish extremes in either direc-
tion. Even where it gives the lowest cost, too high a ratio of fine
to coarse is undesirable as it results in concrete of a lower weight
and greater expansion and contraction with changes m moisture
content.

Too lugh a ratio of coarse to fine aggregate is undesirable*
as it produces a harshness of the mix that makes placmg difficult
and tends to the production of honeycombmg and stone pockets.

A desirable range in the proportions of fine to coarse for
average materials is mdicated in the following table. Occasional-
ly^ aggregates of such gradmg will be found ; the proportions outside
lie range of this table will be both desirable and economical.

Maximum size of
coarse aggregate

Ratio of coarse to fine on basjs of Dry
compact volumes.

Inches

Minimum.

Maximum

i

0'4

0-8

i

0 6

1-5

I and over

i-o

2‘0

Slump Test.

No definite measure of consistency and workability of concrete-
has yet been devised but the slump test affords a useful indication
of both these properties. A slump test is no absolute measure of
consistency because it does not distinguish between the character
of mixes. For example, a harsh coarse mixture cannot be said
to have exactly the same consistency as one with a large propor-
tion of sand even though they have the same slump.

When the correct mixtures and proportions have been>
ascertained, the slump test however will prove a useful indication
on the work if any change has occurred in the character of the-
matenals bemg used, and also any change in the water content of
the aggregates.

The standard slump mould is shown in the diagram and also

The method of carrying out a slump test should Ix' as follows

The mould shall be placed on a flat non-absorbent surfiiee,
'such as a smooth plank or slab of concrete, and the oixTiitoi sli.ill
bold the form firmly in place by standing on tli<‘ f<H>t j»iei es. ‘1 he
mould shall be filled to aiwut one-fouilh of its height with compete
which shall then bo punned using exactly Jo strokes of a } ni. lod
pointed at the lower end.

The filling slrall bo complefed in STiccessive layers siinihir to
the first and the top struck off so tliat the inouhl is exactly lilletl
The mould shall then Ix; n moved by Ixung laiscil ver(i<MlIv. imme-
diately after Iwing filled. The moulde«l concrete shall then bo
allowed to subside until quiescent and the height of the sjurimen
measured.

The consistency shall be recorded in terms of ineJu's of sub-
sidence of the specimen during the test which .shall bn known as
the slump.

Slump=i 2 minus indies of height after subsidema*.

, The following slumps are recommended for different types
of concrete : —

Class of Concrete

Maximum Slump

Mass Concrete

Inches.

2

Reinforced Concrete

Thin vertical sections

6

Heavy Sections

a

Thin confoifed Horizontal Sections.

8

Roads and Pavements

Hand finished

Machine „

4

r

Mortar for Floor Finishing

3

HOW TO MAKE GOOD CONCRETE.

Until the recent discovery that the strength, dumWlity and
-water-tightness of concrete are dependent upon the proportion of
water to cement it was customary to specify mixtures as one part
■ cement to a certain number of parts of sand and pebbles. Modern
practice is to state the amount of mixing water for each sack of
cement, vaiying according to the dass of work. For example
the recommended mixture for footpaths and that class of work is
4i g^ons of water per sack of cement, when sand and pebbles
.ftrc m a moist condition. Moisture in +Ka

were absolutely dry. Had these been dry, the correct amount of
water would be 5i gallons for each one sack batch.

Cemeyii Binds Parhcles Together . — ^In a concrete mix, cement
and water form a paste which, upon hardening, acts as a binder
cementing the particles of sand and pebbles together into a
peiTOanent mass. The use of loo much mixing water thins or
dilutes the paste, weakemng its cementing qualities. It is im-
portant that cement and water be used in proper proportions to
get the best results. This is dependent upon the work.

The acccmpan\nng table gives recommended quantities of
water for dificicnt classes of work and also suggests proportions
of cement to stnd ana pebbles to use in trial batches. Ihe trial
batch for footpaths is r part cement to 2 parts sand and 3 parts
pebbles (1-2-3 mix). It may be necessary to change the amounts
of sand and pebbles as wiU be described to obtain 0 smooth, plastic
workable mix. Under no conditions vary the amount of water
from the quantity shown.

The trial proportion (1-2-3) suggested for footpaths may result
in a mixture that is too stiff, too wet or which lacks smoothness
and workability This is remedied by changmg shghtly the pro-
portions of sand and pebbles, not the water. If the mix is too
wet, add sand and pebbles slowly until the right degree of wetness
is obtained, ^ If the mix is too stiff cut down the amounts of sand
and pebbles in the next batch. In this way the best proportions
for any job may be determined

How to Obtain Workable Mixture. — h. workable mixture is
one of such wetness and plasticity, that it can be placed in the forms
readily, and that with spading and tamping will result in a dense
concrete. There should be enough cement-sand mortar to give
good smooth surfaces free from rough spots, and to bmd pieces
of coarse aggregate into the mass so that they will not separate
out in handling. In other words the cement-sand mortar should
completely fill the spaces between the pebbles and insure a smooth
plastic mix.^ Mixtures lacking sufficient mortar will he hard to
work and difficult to finish. Too much sand increases porosity
and cuts down the amount of concrete obtainable from a sack of
cement.

A workable mix for one type of work may be too stiff for
another. Concrete that is to be deposted in thin sections like
fence posts must be more plastic than for more massive constnic-
tion such as walls A good rule to follow is to proportion the
sand and pebhloi* to c^btain tlie greatest volume of concrete
correct of plasticity for the work to be done.

Fig. T

A concrete nux-
inire in which there
is Tiot suffinent
cement-sand mortar
to fill the spaces
between the stones.
Such a mixture will
be hard to work
and will result in
rough, honey*
<;ombed surfaces.

Fig. z

A concrete mix-
ture which contains
(Xirrect amount of
cement-sand mor-
tar. With light
trowelling, all spaces
between the stones
are filled with
mortar. Note the
appearance on the
edges of the pile.

This is a good
workable mixture
and will give maxi-
mum yield of con-
>crete with a given amount of cement.

Fig. 3-

A concrete mix-
ture in which there
Is an excess of
cement-sand mor-
tar, While such a
mixture is plastic
and workable and »
will produce
smooth surfaces, the
yield of concrete
will be low. Such

Ac*

Colour] ng of Concrete.

Concrete can be made coloured almost to any shade require
by adding colounng material. Only meta lie oxides should be use
and not in proportions exceeding 15% of the cem nt content b
volume. It should alwajs be nmcmlicrcd that the addition c
colounng matcnal will weaken the concrete and more ccraen
wiU therefoic be ncccssarj'.

The colouring materials and the cement should be thoroughl;
mixed together first before Ixirg added to the aggn'gatoe. Aftc'
mixing, allowance mrst Lc made in measuring the cement for thi
colouring matcnal added.

The following list gives the character and quantities of colour
big material to be used to obtain medium shadcb : —

Red.

Portland Cement

86 parts

Red Oxide of Iron 14 parts.

Yellow

It

Ii

88 ..

Yellow Oclirc 12 „

or

It

11

90 ..

Barium Chromate 10 „

Blue

It

11

86

Azure or Ultrama-
nne X4

Green

It

II

go Chromium Oxide 10 „

„ (Black Oxide of

Manganese) 6 „

Chocolate

tt

II

88 „

(Red Oxide of Iron) 4 „

Black

II

II

90

(Black Oxide of

Iron or Copper) n „
(Manganese Oxide
or Carbon Black) 10 „

Pink

II

97

Mixirg.

Crimson Lake

(Alumina base) 3 „

Proper and efficient mixing is e.s-’cntial in all concrete
work Machine mixing is alwats preferable but good concrete
can be made by carc.ul hand-mixing.

Machine Mixit g.

Care should be taken to sec* that the machine docs not run too
slow or too fast. With most makes of machine mixers, instnic-
tions as to speed are issued. With the majority of mac him s, speeds
varj’ing from 15 to 18 revolutions will be most satisfactory.

Recommended practice is to nui the mi-xcr for tw'o minutes
after all the materials including water have been placed hi the
drum.

The time of mixing has a direct cficct on the resulting strength
Hii^i^he concrete, 'the diagram on p ge 17 shows the lesults of.

DIAGRAM SHOWING

the: etfect of time of mixing on strength of concrete:

TIME OF MIXING MINUTES

Hand Mixing.

Hand mixing .should In’ cariiod out under thorough control'
and strict measures adoptotl to see that it is properly carried out.

Mixing should be carried out on a clean jiavcd area or a water-
tight timber platform at least 7 ft. by 12 ft. with strips fastened
along tJiree sides to prevent materials being washed or shovelled
)ff the platform during mixing.

Mixing should be earned «iul by two men provided with
«tjuare ended shovels (not powras) with which the material can be
iftctl and turned.

The measured dry sand for the batch of concrete should first
le spread out on tlio platform making a level heap about 6 inches
li-cp. On this the measured cement should be spread. Then
he dry sand and cement should be turned over with the shovels
it least three times until they are thoroughly mixed. The measur-
d stone or gravel may now be added and the whole mixture turned
ver dry again three times. The measured water may then be
dded slowly througli a rose from a watering can wliile the mixture
i continued to be turned over. The mixing should bo carried
n until the whole has reached an even rn«aia< » j-'-- ■ --

Do not tliiow the water from a bucket or bluiti's has o
to the dry mixed matonals, or all tlie labour of dr\' mixing \vi
be wasted and the lesulting contTete uneven

Curing.

Concrete continues to incresise in strength i>io\ide
moisture is present foi a very long timi*. In liuli.i, ton nuie
care cannot be paid to careful curing of concrete and the preveii
tion of too early diynig out. Concrete that has drie<l out doc
not continue to increase in strength but the inerease may !«* st.u lei
again by addition of water although the ultimate stii'iigth will b
lower than that of concrete which has not been allowisl to dr\ out
On a paper entitled " Some tests on the effect of age and eoiiditioi
of storage on the Compres.sion Strength of Coneieti' ’’ presentei
to the American Concrete Institute liy Tfarrison h'. irtinicnuaii
the following table is included.

Compression Strength in lbs. per sq. inch at varioui ages.

7

dtivs.

2«

days.

1

1

year.

ye.irs

s

Vf.lH.

Cured in damp sand

i, 3 ‘)o

1,840

Cured in air of Laboratoiy.
Cured m air for 2 years &

4 months and then in
damp sand

1,481

2,nC

''.. 35 “

J.7.S0

-i .774

1,481

2,116

a, 3.40

3.4.V'!

The results derived show : —

(а) Little increase in strcngtii in air storeil spedineiis afte;

an early ago.

(б) Marked increase in strength of specimens stored timlei

moist conditions upto an age of 3 years and litih
change between 3 and 5 years.

(c) The remarkable increase in strength of specimens curce
in air for two years and four months and then cured
in damp sand.

In a hot country like India curing of flat surfaces sudi a*-
roads, pavements, floors, roofs, etc,, is best carried out by pondino
the surface between small clay or mutti bunds about 3 inches liigl)
so that a depth of water of about 2 inches over the concrete can
be maintained. Vertical surfaces such as walls, columns, ijosts,
etc., should be covered with sacking constantly kept wet by leaking
cans of water placed on top of the structure or by tlirowing water
on to the surface, with hand pumps or sprays,

Curing of small precast articles should be cwrietl out by com-
tdete immersion in a tank

f.

CHAPTER

t.

BA*'

CONCRETE ROADS.

“v 'V/ ->;r -> ."J

A. concrete road may be defined as one wliicli consists of a
■ponolitlTic slab of Portland cement concrete which acts as a wear-
ing surface and also as a load distributing unit.

Xhcre are two t 3 ^es of concrete slabs, namely, one course and
tw’o course.

.4 om course concrete sla,b is sucli that the proportions of the
materials comprising the concrete mixture are uniform throughout
the entire depth. It is laid in a single operation except when
reinforced, and whore mesh oi bar mat reinforcement is used
it is coirstructed in two layers in almost a similar manner to the
two course. The one course type is the most common.

A. two course concrete slab as its name implies is a monolithic
slab composed of two layers of'different proportions and/or aggre-
gates. Xhe lower course is made of a lean nuxture and tho upper
course of a richer mixture. The top layer is placed before the
bottom layer has sot so that the turn combine mto a monolithic
mas.s.

Tire two course type has economical advantages in places
whore local aggregates have low wear resisting powers anti tliose
^iggregates may be used for the lower course and more suitable
imported for u.se in tlie upper or wearing surface.

Wlierc local aggregates are suitable, the simpler construction
jf a one course type of slab with a well designed mixture is to be
^referred.

Subgrade.

A study of the subgrade or foundation must be made before
lie concrete slab can be designed and experience has aliown that
he following principles are sound practice.

Wliere the foundation has a good uniform bearing power, a
ilain unreiniorced concrete section diould be used. Uniformity
s of vital importance, as the subgrade must give an oven bearing
o the slab. There must be no hard spots or ridges on which, the
lab may rest, otherwise beam action will result.

Wbero the foundation is poor, the slab may be increased in
lepth or reinforced by bar mat or mesh, whichever is the more
conomical. Money spent in careful drainage will often avoid
he need for increased depth or reinfordng.

The following foundations are dassified as poor from the
oint of view of concrete roads.

» t

stresses in the concrete winch may cause cracking, Wlien
becomes waterlogged it expands, and if frozen when in tins vv-
condition it hfts the slab.

Black Coif-on Soil, marsh and sill are also considered poor.

The condition of these subgradcs may Ixi improved by mcai
of proper drainage Soils of a clayey nature licing difficult
dram should be protected as much as possililc from the presen
of water. Ditches must be so designed that water will not stai
in them and should be well away fioni the road. Diains may al
be dug about 30 ft apart in order to cairy the water to the b»
ditches Tlu’ise drains should be alKiiit 18'' wide at the lop ai
about 6" at the bottom and filled witii eilliei diuknroi brok-
stone.

If howevei it is found to be luipiactiaiblc or luuiconoinii
to drain certain areas such as spongy sections, a layer of sand
sometimes placed on the subgrade or about 3" of clinkc-r or asht
which IS tlien rolled to cambei.

Sand is a good subgradc material if conlini'cl and piev(*nl'
from flowing out from under the slab, and since watt'r sinks in
it quickly, only shallow side ditches arc necessaiy

Dimensions of Concrete Slab ' - Pt'sts carried out in Amen
liave proved that a concrete slab with tlie t'clges tliu‘ki*iu'(l is 1
most economical design, and llu* standaul dimensions for
subgradc with good imifoim beanng i>owers sln^uld Ik' nine inch
at the '^ides and six inchcb at the centre and willioul ieinf()icc‘mei
Over embankments, fills, culverts 01 bridge' a]Ji)roiu lies it sliou
be incieased Lo aiicl/oi leinhncul Whi‘ri‘ it is devid

that the foundations necessitate the use* of leinfon't'inent the U
lowing information will assist in an I'conomic' design The
conclusions were amvecl at by tlu' Highway Ri'searcli Hoar
Washington, D C., after an investigation of the e(H)noinic val
of reinforcement m concicte roads, an investigation tliat covi‘ii
conditions on about 3.000 miles of concrete roa<ls both plain at
reinforced.

Summary of Conclusions.

1. The amount of erackiiig and subsequent disinh 'grain
is a function of time , tluis, tlie rate of cnicking is a mi*asure of t
life 'of the concrete blab.

2. Thu data show tliat steel rein[orci»meiit ledueed the ni
of cracldng and thus incroasud the life of the slab. This ajipli
both to concrete slabs and other surfaces laid upon a ('Oiicrc
base.

3. Crack reduction is mon* economically accomplislied

4. A greater reduction wab afforded by small sti*ol mcmbeis
closely spaced than by larger members wider spaced

5. Increasing weight of mesh from 25 to 56 lbs. per 100 sq,
ft, considerably rcducal cracldng,

(). Mesh remfon'emenl, 25 to 56 lbs. per 100 sq. ft., reduced
cracks 35 to 70 per cent in slabs of like thickness

7, Mesh reinforcement, 25 to 56 lbs, pei 100 sq. ft., and bar
null reinforremoiit, 64 lbs. per 100 sq. ft , 25 per cent longi-
tudinal, reduct'd cracks more than one additional inch of concrete,
but one additional inch of concrete leduccd cracks more tlum bnis
(.|2 to 48 lbs. per too sq. ft.) placed transversely only.

8 With good crushed stone aggregate, 56 lbs. pi‘r 100 sq. fl.
nie.sh leinforcenient, or 170 lbs pel 100 sq. ft. bar leinforcomcnt,
5f> cmt. (‘uch w^ay, caused a icdiiction in combiiud transveise
and kmgitudinal cracks equal to that indicated for 2 mches addi-
tional centre thickness.

(}. Mobh reinfoi cement of 38 lbs, pei 100 sq. ft. has been
tJTeclivt' for a thin layer of concicto laid as resurfacing upon an
olfl concrete road.

10. One additional inch of edge thickncbs re<Iuced conur
cr.ickb moie than mesh lemfoietsnent 25 to 50 lbs. per 100 sq. ft,
01 2 to ? inch Iwir 1 einf 01 cement ; but progressive dcvStniction
following tlu‘ ap})t‘anmce of cfjnier cracks was arrested by steel
xeinforcement.

11. .Ml types of steel reinforcement across cracks teiuled to
hold together fractured slabs.

12. Har reinfoicemeut across transverso joints, without
pnjper piovision for slijjpage and clearance, lesultcd in bieakago
and subsequent expensive repairs.

13. For long slabs, 75 to 100 feet or over, edge bar remfori'c-
meiit with continuous bond caused comer craefe if the area of
steel exceeded I sq, inch.

14. A remarkable agreemi^nt was found to exist between
results of observations on roads in service and results furnished by
a wide range of experimental roads and laboratory tests.

When it is necessary to consider the question of cither thicken-
ing or reinforcing the slab, the relative costs of the two materials
must be considered, and although the above conclusions arc interest-
ing, yet it will be seen from the following figures that it would be
cheaper in India to increase the depth of the concrete rather than
to add reinforcement.

Cost in U. S. A. of one sq. yard of reinforcement of 44 lbs. weight

c=i2 annas.

„ „ „ „ „ Concrete t'" in depth=22 „

„ India „ „ „ Rdnforcement of 4^ lbs.

«ip^flrn+-=TA

TYPICAL CROSS SCCnONS

20Sdt,S Cu yds ^per ^TTiik Ar€*i ef cross /OSs^ ff ^

iOtmei bars across irons Jmfs 4-7^ eitiendiin^

2 amis eachxshh ^ /"Parabolic curve

2579 Cv.yds per^mlc. Area of cross seebon 12 UA

Shsor bars-

WFXM

for heavy duty roads

2/fil,85 Co yds per imJe Area of cross seeiioii /2.J53 scf.ff
f Smooth JonyUod^ ^cuhr ii Deformed he bars 4* 0* knq exlendipo

1 hor^ raeerose concealed Jape mid spoeed 8-Q \h c.

^ w * >« • r ^ -»

’^Crawned 9 ubyrach

mPdk

Netu! center jomfd

yf tonify of elites Safes type used on /ess fraveUd ruretJ hlyiiwa^s

2200 Cuyda per mie. Area of cross

Bc/^q bar Vtj
dehrmed - ■ |=^ E

each I4‘2 lorif ^ g^JmfoxT Straiohi hhe slope f "per fetd^ -*|

Minimum 7^uni/brm Meeh reuiforcemiml 4olb$^per JOO saH,

UfualseeHon ®'* Tein1brcemenr49lhs,iHr IOO$tf ff,

7cenrcr 8 ed^e 3^0'“ fMihmum)

20S33Cuydsper mfk,Ar^a ef cross seeihn 10,5 Sf
/Parabolic curve •

trft irfi

Prepur^on of the stihgrade . — ^As aliead}' emphasised, the
subgrade must be so prepared that it will give a uniform bearing
TO the concrete slab, and in the case of an old earth road the entire
roadway should be ploughed to a depth of at least six mches, then
lian'owed and compactcxl with a roller of 8 to lo tons.

Where an old waterbound macadam road is being resurfaced
with concrete it should be scarified to a depth of at least six inches
and rolled as described above.

An observance of the roller whilst in operation will indicate
the existence of the bad or spongy spots, and the only remedy for
these is to dram them by moans of tiles oi by trendies filled with
stones. Where these areas are small, the soft mateiial may bo
removed and replaced w'ith dry mateiial well tamped by hand in
six inch layers.

Where trenches cariying public iitihty mains, such as water,
gas, conduits or sewers exist, these should Refilled with the material
excavated therefrom, and consolidated by flooding with water
if possible. These trenches must have a bearing power equal to-
the adjacent ground, neither greater nor less.

The slab is sometimes reinforced over these trenches.

A half inch layer of sand should be laid on top of the prepared
subgrade if possible ; this acts as a lubricant and allows the slab'
to move freely. The sand must however he clean and free from
clay.

Forms.

These must be very carefully laid to line and grade
and supported on a uniformly firm foundation. Carelessly laid
forms are the cause of many irregularities of the concrete surface
and very often spoil the appearance of an otlierwise well constructed
road. It must be remembered that the screed, tamper and finish-
ing belt all operate on these side forms and by exercising a certain
amount of care in this detail a smooth ridmg surface will & ensured.

Cement should be in accordance with the Concrete Associa-
tion of India’s General Specification for Portland Cement Concrete.

Coarse Aggregates should consist of crashed rock or gravel
and be composed of clean, hard, tough, durable material, free from
vegetable or other deleterious matter and cubical in shape. They
should bo well graded from 2j|r' to J".

The fine a^regate should consist of clean hard durable uncoated
particles free nom dust, mica, shells, shalb, alkali, organic matter
or other deleterious substances.

It must be weU graded from down ;about 25% to 35 %should
be retained on a ^''screen, 80% to 90% should be retained on Vw
screen and not more than 3 % pass a screen.

'Sampling and Testing the Aggregate. — ^rei?tb arc l)ofu

“construction is started, to determine th(' Mutability of materia
proposed to l>e used and these should be earned out fiom time
time. It IS not sufficient to mb a handful of sand betuitn tl
palms and then pass judgment

There are certain easily conducted tests which may be carric
out in the field that will provide quite a reliable standard of con
parison, and if the material is ^tlll doubtful a leprcscntati^
sample must be sent to the laboraloiy

The apparatus and insinictions for carijdng f)ul IIkjsc fie]
’tests are given in Chapter II of this Handbook.

Proportioning and Mixing of Concrete.

This should be earned out m accouUnci^ with the ('omu‘i
Association of India's General SpeciJicatioii for Poitlaiid ('emoT
•Concrete as apphed to roads A concrete giving a ('onijJiessi^
stress at 28 days of 3,000 lbs pei sqiuue inch is lequirc’d.

Placing of Concrete.

The subgrade must be at tlie piopc'r elevation to gne tli
full thickness of concrete slab at all points

It is better to have the subgrade thoroughly wet a (lav alu a
rather than just befote placing the concrete.

AVlicn the batch is placed on the subgradc*, shovellers mu'-
be careful not to get earth nuxed with the concrete'.

Construction Method.

There aic seveial methods of laying the concrete slab an
■frequently these arc governed by whetluT tlie entire road can h
closed to traffic or not.

/A. Ovtrs€«r E Form 5*HcJ- I SJpiHe-ojtf Board M«n

IB Miucroperntop F WaterBoy K Finisher

'C Bflich Op€pq^op Q Joii)» Mein L Finiahors Helpers

to Sijbjjhadt H Conci^fft Oistribotarj M Laborers to coverfinisiwd poveincnt

COHCRETg PAVINCi PUAHT LAVOUT

Continuous Construction.

The concrolc slab is laid in oiio continuous opi ‘ration and at
tlu* end of the day’s work it is finished off at a transverse bulklicad.

Cracks arc bound to appear in this tyj^c of constnxetion even
though the proper precautions are taken, due primarily to con-
( Faction of the concrete.

These cracks are a disfigurement and although they do not
add much to the cost of maiiilenaiict' it is best to eliminate tliom
if possible.

Alternate Bay.

'rile whole width of the lOud should hi' available, although it
may also be done in half widths.

The concrete is dejiositecl in alternate bays, and the iritei-
niediale bays are filled m after lln‘ fonner have been cured, thus
allowing the initial contraction to take place.

Very often, however, these bays cnu'kdown the centie of the
slab, and unless very carefully supervised, the slab at the constnic-
tion joints may not be level, thus caubing abrasion and an unequal
ri<Ung surface, «ukI as the jiublic judges the load by its binootlmcss
this is to be avoided if ixissible.

The transversi' joints are either at nght angles or at angle of
6o® to th(» longitudinal axis of the road, and the length of the bays
should not bi' more than 20 feet. Wliere diagonal joints tin* used
the scrceding and tamping is done longitudinally, Ihai is the s<'reed
and tamper rest on the transverse fomis.

The joints in the alternate bay method arc usually plain butt,
and the face of the alternate bays Ls somelimcb coated with a
bituminous paint before laying thi* intermediate ones.

Strip Method.

This is the most sqcccssful method of avoiding cracks and
these should not develop in a concrete road laid in longitudinal
strips.

The strips should not be more than 12 feet wide and transverse
expansion joints must be placed every 30 ft., or every 90 ft., with
2 dummy joints between.

Expansion Joints*

By using expansion joints the concrete is allowed to
expand and contract at regular intervals, thus avoiding
cracks, and fewer joints are required than in the alternate bay
method. The expansion joints should be Y to Y
preferably with a premoulded filler composed of asphalt cement,
with or without a mixture of wood fibre, placed between two slieets
of impregnated cardboard or felt, wliich acts os a stiffener and
makes it easter to handle and instal.

The edges of the joint must be rounded to to radius
and great care should be tahen that the concrete on either side is
true to grade This can easily be done by the frequent use of the
straight edge.

These joints must be filled periodically with some bitummous
matenal otherwise wear or abrasion will tahe place.

The joints are spaced about 30 ft apart and the concrete laid
as in continuous construction.

Where poured joint fillers are used a well greased sheet of
steel IS set m the jomt until the concrete is hard, then removed
and the jomt filled with heavy tar or hot asphalt. Care must be
taken that the slieet of steel is secured against deflection

The joint must remain a true vertical plane to prevent the
tendency of one section nsmg above the other.

During the construction of the expansion jomts the premould-
ed jomt filler may be held in position by several methods such as
a wood or a metal bulkliead, which is slotted if dowel bars are used

Metal pins are sometimes used to support the premoulded
filler.

Where steel dowel bars are used across transverse expansion
joints, one half of the bar should be completely encased m a heavy
paper cardboard tube in such a manner as to prevent adliesion
between the concrete and the steel, and m addition some form of
cap must be provided at the end of the bar to provide for sliding.

OCTAIU OF DUWtl, bar* AT TAAHOVUli* EiCPAHilON JOlNTI

t f*ound Srrwoiii ,

DowkI Bar A- 0
Concre/o S/ab inPhfe
^Qierini

**. ThansversaDnwcU Utuolfy
-U atAQ Ccatrti

Xnp

j i* Bma 4o Lory otS II

Parting Strip Stopn/Jainf ||

Naiai Pm / 3 Long

^ Poraffrntt/ Pnihhoar^

^ SW Natal Pnrhng 5h‘lp

7

Plan View

/han imo pteat par joint

CROSS SeCTiONViCW

F%g 3.

Dummy Joints.

Dummy joints are used to localise cracks that may
occur due to contraction. They are formed by pressing into •

rrraati einma nii f^n-nrv aArta 4r\rmo « o 1 rt 4 *

jomt filler IS men placed in the groove, the last finishing of the-
surface is then earned on over this strip of Joint fiUer and the edges
rounded with an edging tool. °

^ a.V- S-f— t 9 6- !

9/3 «mW V at

I f y iCan9t,Jotat‘ • *

* — — is:o fSlo" — ,

.3/4^ »C

Lon^tfudinal Joinfa

iTotnb

Tran^verw Jdinr*

l^«*4

, Uongitudmol W«oltened Plane J,tnfa.
.Trartsverea W«a(Mn«4' Plana Joinfe.

one man.

Ptg. 4.

Methods of cutting groove or slot.

A roller;,lmife with a double guide. This can be operated by

Pig. S.

After the dot is cut and before the double guide is removed
the joint flfller is pressed into the dot. Tliis premoulded filler
strip is usually J* thick and 2 * wide.

A tee iron fastened to the bottom of a wooden beam is forced
into the concrete by two men, forming the groove.

T .’nini.B matr olon 1v=i •fftmiftd bv this mcthod

Tee Iron

6 .

c ^ **«-*v**v,s> wcxmiea siee
.are used as hammers to smk the iron.

longitudinal centni joints may lx* tongiicd and gxooycd so
that the pressure is distnbuted over the two strips, and this is dcnio
by mseiiing a deformed plate.

The following indicates the moie common types used.

16 OR 18 OAUOe QTSBL

When* the
pavement is laid
in half widths
these plates can
be removed with
the centre form
as there is no ad-
vantage in hav-
ing the plate in
the joint.

Stnne enw-
neers omit the

, ^ dovetail alt(»-

LONGITUDIHAL CCNTffE JolitT Platkb. guthei'.

Pig, 8

Dowels arc somcthucs used across tht* longitudinal joint and
consist usually of f rods 5 ft. long spaced at 5 ft. cenlrt's

The use of dowel bars in transverse and longitudinal joints
must be left to the opinion of the ]£nginccr. Their use is bi'comuig
common practice, but a sufficient length of time has uni yet (‘lapsed
to enable judgment to be passed on their value.

Striking or Screeding the Concrete , — ^After the concieU* has
been dumped on the subgrade it should be spread with shf)vels
immediately as nearly as possible to the finished camber of the
road, and then struck off to the correct shape by means of ^ a strike
board, template or screed working on the side forms. This should
be moved forward with a combing foiward and timisverse motion,

and when within about 3 feet of the transverse joint lhi‘ screod
is lifted to die joint and the concrete struck by moving the screed
away from the joint. ^

Aivvtb

PUAH

U* WlATH or nOAO + ft 0

Ftg. 12.

Tamping.

The concrete should be well cojisolklatod and a tamper
similar in shape to the screed or strike board is used. Sometimes
screed and tamper are combined in one implement.

A gauge board sliding on the forms and provided 'with metal
fingers to s' apart adjusted to the crown may be used to guide
the fini^ers. The fingers scratch or fail to mark the concrt'te
■wherever it is high or low.

Finishing the eurface.

It is very essential that all finishing operations be reduced
to a minimum and tamping should cease at that point when the
•coarse aggregate is just submerged.

The ideal concrete road surface has a mosaic appearance,
that is to say the coarse aggregate is exposed.

There are several methods of finishing the surface.

After the concrete surface has been screeded and tamped it
tnaybe floated by means of a longitudinal float or rolled transversely
with a roller, ,

The final finishing is done by means of a belt.

Where the concrete slab Is laid in strips of about lo ft. width
two screedings and one belting should be the aim as far as faiahing

and also slowly working forward. Two to four rolling's given
at 5 to 10 minutes intervals.

'**• cop4
Ofiuetwt i-o
“ “ ^huokfn

M S. Ro/fer SDio.

—L - 6-0 Lone; o/^i Pl^te

iJ mframt of

Weight lO-fR lU, per /f"

ROLUER rOR SUHTACE FINISH

Fig 13

The Longitudinal float is operated fiom badges resting on.
the outside foims or m the case of the strip method on tlw outside
form and the finished strip

Fig 14.

The float should be laid on the concrete surface v/ilU its long
dimension ptirallelcd to the centre line of lh(‘ road and tlrawn back-
wards and fowauls with slow strokes about 3 ft, long and si owl V
advancmg from one side of the road to the other. 1 his will
remove any tiansverse waves and produce a uniform t'Ven surface
on the concrete.

Finishing Belt.

This consist:, of a canvas or laibber compoation bc-lt about 8^
inches wide with cross-bar handles at each end and 2 ft. longer
than the width of the pavement. It is operated bv two men.
Immediately the concrete has been tamped or rolled the bdt
see-sawed backwards and forwards across the blab willi fairly long'
strokes about 12 '', slowly advancing ; a second beltdtig is given

Sometimes a fmal beltmg is given just before the initial set
and this is with short strokes and rapid advance. This should
leave a smooth gritty surface. The belt must be cleaned at the
end of the days work, and thoroughly soalced before being used
and kept wet. Frequently the belt is oiled to keep it soft and
prevent the concrete from adhering to it.

The finished surface of the concrete must be tested by means
of a light straight edge about lo ft , in length laid paralleled to the
centre line of the pavement Tins is done just prior to the final
finisliing operation.

Brooming.

Where it is desired to have a roughened surface, this may be
accomplished by brooming the broom bemg pulled gently over
the surface perpendicular to the longitudinal axis of the road
The broom should be of the leaf rake type with flexible prongs

The brooming is carried out immediately after the belt finish.

Curing and Protection.

After the concrete surface has been finished by means of the
belt it must be prevented from drying out too quickly ; it should
be covered immediately with canvas, and this must be sprayed
with water but in such a manner that the surface of the concrete
will not be damaged, and the canvas is kept moist until the
following morning It should then be removed and the concrete
covered with moist earth 6 ^ thick and this must be kept con-
tinuously,jnoist by spraying for at least 14 days after laying

The cunng may also be carried out by ponding Earth walls
or dikes are built along both edges of the slab with cross walls at
sufficiently frequent intervals, and the slab flooded with enough
water to completdy cover the concrete and kept flooded for 14 days.

A sodium silicate solution of calcium chlonde is sometimes
used to cure the concrete surface

Hardening the Surface of the Concrete.

Hardening is effected by appheations of a solution of sodium
silicate sprayed on the surface by means of a watering can, and
continuously brushed over the surface with a soft broom for several
minutes to obtain an even penetration.

Three applications are given allowmg 24 hours to elapse
between each.

The solutibn Should be in the proportions of one part of an 8
pear solution of commercial sodium silicate to four parts of

wutar of the solution wUl cover 200 sqi yards. *

«toKr iw either after the curing is com-

The surface of the concrete must be dry and free from diu
before the apphcation of the solution.

This treatment would be unnecessary where sodium sihcat
had already been used for cunng.

Two^Coiurse Roads.

In two course construction the concrete is deposited rapid!
on the subgrade to the required depth and for the whole widtl
between longitudinal joints. The bottom course should be strucl
off at the correct elevation with a template or screed riding oi
the side foims, and the top course must be placed within
minutes after laying the bottom course.

City Streets*

AU the foregoing notes will apply generally to city streets
The concrete slab may be of the same thickness throughout, althougl
some engineers increase the centre thickness and others the edg<
thickness.

IC octme

typical concrete 5TREET ACTION

Cbv ■uHs niM 3*ff*r OoiMc«h*M'eirtr«<K tec r*il|ar»iiM*4 r«C

JiZ

It 0 cHc

-TO

whtj b9r

kts tkmS

TYPICAL CONCRETE STREET SECTION

L»^h>traRMpqiKtn«iif a»yblf itr— ra*i*hiHk,fctftifcoft ■Ifl h«i

Noit Tbc VM M HKfattSin^ mcoiMrchtrtcf ctMlrMhiw

Fig. IS.

Longitodiaal e:xpansion joints axe very seldom placed in the
dab itself, except where it is extremely wide. The joints aJong
the sides are made sufBdently wide to make any in the dab un-
necessary.

It is safer to provide an excess of longitudinal expansion joints
m aty streets.

Transverse e:q)ansion joints must extend through curb and'
gutter where these are integral with the dab.

Stred intersections should be well provided with eJtpandon-
lomts and all manhole rnverc ehmiM

BhI

hI

1

1

P9

■

ifeii

cc(39 ai)d % l»€li>Mr aurfqee
•PloiOCurb DO\»el«dC<jr&»G<itfe^ '

^ig- IS.

CHAPTER IV

CEMENT MACADAM ROADS.

In a cement macadam road the road metaj or stone is bound
together by cement mortar, and when properly constructed on a
gooi uniform foundation it should have a life of at least eight to
ten years There are roads of a similar construction in Scotland
which have been in existence for over 50 years with practically no
repairs. There are others in America which have had a hfe of at
least 10 years, and to-day these Amencan roads are bemg resurfaced
with 4^^ to s'' of concrete and on completion they will come under
the category of first class roads ; that is, they will then be capable
of carrying the heaviest vehicular traffic. This has been made
possible by the excellent condition of the old Cement Macadam
road enablmg it to be used as a foundation for the new concrete
surface.

The construction of the cement macadam road is very simple
and the labour and plant of road building organisations accustomed
to Waterbound Macadam construction require very httle change
to adopt them to this form of construction.

The construction of the cement macadam road is carried out
in the following manner.

A good average umfonn foundation is necessary and if the
old foundation has potholes or ruts it diould be scarified and well
roUed or the depressions filled with broken stone and thoroughly
rolled.

The subgrade must be hard and firm otherwise the mortar will
percolate mto it.

If the old road has a fairly impervious surface such as
tarsprayed or bitummous, brush it well and lay the new surface
without any further treatment,

A layer of Y of clean sand is placed between the existing road
ana the new cement macadam surface.

The roller should be about 8 to 10 tons in weight and preferably
of the tandem type, otherwise the front roUer should overlap the
rear wheels.

After the subgrade has been prepared, forms are laid on both
sides of the road if it is to be constructed to the full width, or if
in half widths one form is laid along the centre of +hp marl

These forms are laid to the correct line and grade and if of
wood they should be not less than 4 inches wide and have a depth
equal to that of the finished work and diould be securely held m
position.

Permanent curbs of brick or concrete may be built to act as
side forms

After setting the forms, a layer of broken stone of sufficient
depth to produce half the required thickness of the completed slab
is spread evenly on the prepared subgrade

The finished thickness should be approximately 4 ".

This first layer of broken stone is then rolled to pm the stones
together, the roller passmg over not more than twice.

Give a Ught wateimg to remove dust and fine particles. Pre-
ferably all the stone should be watered before spreading, otherwise
the 6^ stone will absorb moisture from the mortar.

Whilst the above operations are being earned out tlie cement
and sand are nuxed dry m the proportions of one part of cement
to two parts of sand. This dry mixture is then spread over the
layer of stone, laid as desenbed above, to a depth of at least one
mch and on this layer of dry mortar spread another layer of broken
stone equal m depth to that already laid. The matenals now m
position consist of approximately 2 ^ inches of stone, resting
on the subgrade, at least one mch of dry mortar on top of this and
an upper layer of approximately 2i mches of stone.

Water is now spnnkled over these matenals, and starting
from the side of the road and working longitudinally the roller
should thoroughly consohdate the matenals until the mortar is
brought to the surface, which will occur in about ten minutes

An excess of water is to be avoided and the quantity kept
down to a minimum.

As soon as the mortar shows up, the surface is given a soft
brushmg.

Rolling is continued until the slurry has worked up and all
raw patches have been filled.

These raw patches should not occur and are mainly due to
too much water or insufficient mortar between the layers of stones.
Any voids or raw places are filled with grout after the section lias
been completely rolled.

^ i

1+ Id iTn-nncQi'hlp fnr tlip mllpr to rnnsnlidate anv nart

Immediately a section is completed the surface should be
covered with moist canvas and this is kept moist until the following
morning. The Cement Macadam surface must then be prevented
from drying out too rapidly by any of the customary methods for
curing concrete such as moist earth or ponding, and this curing is
continued for at least 14 days.

The same care must be taken in curing a Cement Macadam
road as would be taken in an ordinary concrete road.

To remove any inequahties such as roller wheel marks, a
g'^X 6 " screed long enough to work over the side^ forms may be
used with a tamping movement after the rolling is completed, or
a hand roller used transversely may be employed. The screed
must be shaped to the camber of the road.

It is important that the roller should not pass over any portion
of the Cement Macadam which has already set, and rolhng opera-
tions must not be continued over any section for a period longer
than xi hours in cold and one hour in hot weather. It is essential
that this period be carefully observed and that the time be reckoned
from the moment the water is sprinkled over the prepared material.

The area that can be rolled in one hour is approximately 30
to 40 sq yards or a length of 22 to 30 ft. of a 12 foot width of
roadway. Too large a section should not be attempted at first
until expenence has indicated what area can be completed by the
organisation in the time limit of i to i J hours allowed for rolling.

The end of each section should be clearly defined by means
of secured timbers, and care must be taken that the roller does
not pass over the previous section.

To avoid damage, the top layer of stone must not be placed
•within a foot of any finished work, and this should be dealt with
by a man or men specially detained who will complete the part by
adding the required stone and consolidate it by means of a hand
tamper. The level across the jomt must be carefully checked by
the use of a straight edge

This last injunction is important iis the construction joints
being numerous in this type of road unevenness will be noticeable,
and will also tend to abrasion at these joints.

When the construction is carried out in half widths great
care must be taken that the side whed of the roller does not work
on the edge of the finished slab along the longitudinal joint.

After the new section has been consolidated, the roUer may
straddle the longitudinal joint and leVd it off.

If the edge of the finished dab shmH be broken down or
crushed bv the roller the >

To finish oft the day's work a timber baulk is laid down trans-
versely and spiked. The following morning it can be lifted and
there should be a clean, vertical consolidated face to work to. Work
will then begin in the same manner, the stone being spread up to
the joint and tlie dry mortar deposited well into it It wiU be
obvious that the roller must not run over the previous days work
and can only roll up to the joint and not over it. The joint must
be carefully levelled by rammmg by hand.

If desired the surface may be treated with siUcate of soda.

An experimental length of Cement Macadam road was laid
in Lucknow in accordance with the method just descnbed, and
after canying heavy traf&c for about a year the surface to-day
shows no indication of wear or crackmg.

The cost of this road surface which is approximately 4" thick
wdb Ps 2-2 per square yard exclusive of overhead charges,

SpedficatLons for a Cement Macadam road may be had gratis
by applying to the Secretary, the Concrete Association of India,
Bombay.

CHAPTER V

CONCRETE PRODUCTS.

The term " Concrete Products " has become universally
recognised to represent innumerable small precast concrete nmts
used chiefly m building construction. Among such articles, which
usually find a ready sale, are the following —

Concrete Products for

(fl) Buildings, mclitding Bungalows, Factories, Ofices, etc , —
Building Blocks, solid and hollow of varying sliapes and designs,
Fire Places and Fire Surrounds, Lmtels and Window Sills, Door
and Window Frames, Roofing and Floor Tiles of various designs,
Slabs and Bncks, Staircases, Columns and Verandah Posts, Parti-
tions, — ^Arches, Gate Posts and Gates, Wmdow Shades, Chimney
Blocks, Cisterns Floor and Roofing Beams, Gutters, Fimals.

{b) Architectural Features. — fiormces. Balustrades, Column
Capitols, Ornamental Keystones, Coats of Arms, Low Rchef Work,
Pierced Concrete Panels

(c) The Farm — Cattle Troughs, Well Lining Blocks, Grain
Bins, Dram Pipes, Gates and Fences, Small Tanks and Sumps,
Sectional Buildmgs, Launders.

{d) Roadways — Milestones, Direction Signs and Posts,.
Kerbstones, Channels, Manholes and Covers Pavement Flags,
Sectional Culverts, Bndge Slabs Concrete Setts, Half-round Gutters.

[e) The Garden. — Seats, Fences, Flower Boxes, Ornamental
Vases, Sundials, Bird Baths, Edgmg Tiles, Craz}^ Pavements,
Statues, Pergolas.

(/) The Railway — Name and Notice Boards for Stations,.
Paltform Seats, Signal, Gradient, Mile and Disc Posts, Wash Basins
and Baths, Sleepers of various Designs, Platform Wallmg, Sectional
Latnnes and Latrine Seats, Platform Pavings

(g) Electrical Undertakings — Lamp Standards (plain and
ornamental) Power Transmission Poles Cable Boxes.

(A) Water Works and Sewage — Pipes 4" bore and upwards,
Septic Tanks.

(i) General Utility — ^Drinking Fountains and Troughs, Tennis
Court Surround Posts, Monuments, Dust Bins, Tree Guards, Vaults
and Tomb Stones, Black Boards, Anchors Shelve<i OmomPTi+ai

In order to avoid repetition, some items m the above hst appear
under one heading only, though the particular product mentioned,
may also be common to the others ; it is therefore necessary to
bear this in mind when using the hst for reference purposes.

These concrete umts are not only stronger and more capable
of hard usage, but they can be economically manufactured and
compete very favourably, sometimes with a lar§[e margin of profit
with similar articles at present manufactured m other mater^s,
whether these are stone-ware, burnt clay, dressed stone, cast iron
or any other material.

Concrete products are made either near or at the site of works
where they vnM be reqmred or manufactured commercially at a
speaal factory erected and equipped for the purpose.

With a view to furnishing some particulars on the costs of
various umts to prospective manufacturers of cona*ete products,
expemnents were carried out by a representative of Concrete
Assoaation of India at one of the cement Manufacturing Com-
pames' Works where there is installed a small experimental Con-
crete Products Factory. Careful measurements of all materials
used were taken and the time required to make various articles
was recorded. Thus the actual cost of Labour and Matenals
was arrived at.

The results of these experiments are given m the accompany-
ing tables From these it can easily be seen that, even m the
experimental stages concrete roofing tiles, blocks, pipes, balustra-
ding, etc , can be made at economical figures though tlie tests were
earned out with untraiued workmen and all the concrete was
handmixed which requires more labour -than if a concrete mixer
had been used.

In order to amve at actual estimates of cost of manufactunng
these m a busmesi^ concern, there are of course several additions
to be made, such as cost of ef&aent supervision, plant, rent of site,
and buildings, etc , before an economic seUing pnee can be arrived
at ; but even with normal additions for these items it will be seen
that there are many places, where local sand is good and cheap,
at which there can stdl be a considerable margm of profit m manu-
factunng concrete products.

The cost of labour and materials mentioned in the accompany-
ing tables can be considerably reduced when manufacture is con-
ducted on a large scale.

TABLE Ko.l.

CONCRETE PIPES " (Spigot & Socket Type)
Details of Qaantities, Output and Costa.

>f these expenmeuts the foBowing prices were ai

icle.

TABLE No- 3.

CONCRETE BALUSTRADE"

day)

TABLE No. 4.

"CONCRETE FLOWER VASES*’ & ‘'WATER TROUGBS."

Betalls of Qaantities, Output and Costs
For tbe pnixxwe of these expemnents the foDowing pnces were assumed.

Cement at Ra. 55 per ton. Sand at 2-5 per ton. (Rs 9 per 100 c ft

day and
plaster-

1

ESTIMATED COST OF LABOUR AND MATERD
FOR 100 R. FT. OF BALUSTRADE.

(Fig- 3.)

I Section of 15 -li'^length centre to centre of pedestals c
sists of 4 panels each of 3 columns length, t in the section tl
are 12 columns, 4 bottom and 4 top rails (each rail for 3 colum]
I pedestal and i flower pot, j* rod runs through holes m
rails to hold various panels together.

Cost I Pedestal

Rs. 5.340

I Flower Pot

0.358

4 Bottom Rails

2.883

4 Top Rails

1. 414

12 Columns

4.879

rod of r5'-ii' length . .

0-835

Cost of Section of r5'-ij* length . .

15.609

Cost for 100 ft. length

103.26

Total cost of labour and materials ]
for 100 R. Ft. of Balustrade . . '

104 approx,

I

!

I

1

1

!•

Seciwn of Ourvsd Boofing Tile.

O. i

CHAPTER VI.

TABLES AND MEMORANDA

Cements

One bag of cement manufacturedm India coutams iio| lbs. net.

Twentj*" bags cement gioss weight= i ton

One bag of cement manufactured in U.S.A. contains 94 lbs. net,

I c. ft. of Portland cement weiglis from 75 to 90 lbs. when
loosely filled into a box*without shaking and about no lbs. when
tightly packed.

It is customary to adopt the weight of cement at 90 lbs. as a
basis of comparison when calculating the weight of i c. ft. This
basis has been adopted by the London County Council and the
Royal Institute of Bntish Aichitects,

One bag of cement of Indian Manufacture is generally
assured to contain i'2 c. ft.

Water.

I. c. ft. of fresh water wciglis 62*4 lbs. = *037 c. yds.

I Irapenal gallon of „ „ „ 10 lbs. = • 16 c. ft.

= 277*46 c. in

I c. ft. ot salt water w'eiglis 64 lbs.

35 c. ft. of salt water weighs i ton
I Imperial gallon equals 1-2 U.S. American gallons.

Conoraia.

I

The average weight of i 2:4 concrete using Coke
Breeze as Coarse Aggicgate —loo lbs, per c. ft.

Clinker „ ' „

=110 „

Brick „ „

» =125

Lime stone „ „

—135

Trap rock „

=140

Gravel

» =145

The weight of " Reinforced Concrete ” usually taken for pur-
poses of calcimtions— 150 lbs. per cu. ft.

Strength of Ordinary Portland Cement Concrete-

The safe compressive strength of i : 2 : 4 concrete made with
hard broken stone or gravel as coarse aggregate=6oo lbs. per sq.

The crushing strength of concrete made with modem cement
and good materials at 28 days old may be 4,000 lbs. per sq. inch or
even higher.

Reinforcement*

The ultimate strength of mild steel in

tension =60,000 lbs persq. inch
= 27 tons per sq inch

The safe stress for mild steel in

tension = 16,000 IJbs per in*

= 7 tons per sq. inch.

Table for estimating reinforcing bar lengths required for Hooks
^ and bends and stirrefs.

Weights and Areas of Steel Bar Rdoforoement*

Weight of skel taken as 14 lbs. per iq. ft. 1 %'h. thick.

Side of Square

Square, j

Round*

or

Diameter in
inches

1

Lbs
per ft.

Lmcal ft.
In I cwt

Sect
aieam
sq inch.

Lbs
per ft

Lineal ft.
in X cwt.

Sect,
area in
sq. inch.

1

'i

•22

524

0O2

17

^^7

• 049

*34

336

097

• 20

428

.076

f

•48

233

140

‘38

297

*110

A

•06

171

•191

'52

218

'150

i

•80

131

•250

•67

167

‘ 196

iV

I 08

104

*316

•85

132

10

00

s

1*33

84

•390

I '05

107

*3o<5

I '61

09

•472

I -27

88

’371

i

I gz

58

•5G2

1*51

74

•442

ij

2*26

49

660

x -77

63

-518

s

. 2 -62,

43

•705

2*05

54

*0oi

ii

3*00

37 i

•879

2 *46

45

"O90

1

3*42

33

1*000

2-68

42

•7S5

Ii

4*33

26

1*265

3 39

33

094

Ii

5*34

; 21

1'562

4-19

27

X -227

If

6-4Q

. i 7 i

I *890

5 07

2.*

1-485

li

7 '69

I 4 i

2*250

0 04

4 hlj 1-767

.Materials for 1 C* Yard Concrete-

Based on loose cement weighing. 90 lbs. per cubic foot with an
average specific gravity of 3' 12 and a cubic foot of loose moist
coarse sand weighing 89 lbs when dried.

Proportioos.

Kind of coarsQ material

Lbs.

Portland
cement in

1 c yd.'

Sand
c. yd
. ^

1 c. yd

Coarse
Material
c yard in

I c yd

I ij , 3

Shingle (40% voids)

666

0 41

0*82

Do.

Broken stone (45% voids)

697

0*43

0 86

I If. 3f ■

Shingle

610

0*42

0 84

Do.

Broken Stone

640

0-44

0-88

X . 2 4

Shingle .

520

0*43

0-86

Do.

BrokemStone .

54S

0-45

O-QO

I : 2 i 5

Shingle

430

0*44

0-88

Do.

Broken Stone

450

0-46

0-92

1 ' 3 " 6

Shingle

364

0 45

0*90

Do

Broken Stone

383

0 47

0*94

1:48

Shingle

280

0*46

0-92

Do.

Brol^n Stone

294

0 48

0*97

Classes of Concrete for different degrees of Eqiosure*

Class of
Concrete
(Expected
Strength at
28 days lb.
per sq. in.)

Maximum
Quantity
Mixmg water
p^, 3 £^k of

Gallons

Type of Structure or Degree of

Exposure.

1

3.000

6

Roadways, piles, pressure pipe and. tanka*
Thin structural members m severe eoqMisujre.
Walls, dams, piers, etc., where exposed to-
severe action of water and frost.

S.500

6f

Sewers, bridges, wsdls, dams, piers, etc., for all
weather conditions and moderate action of
water and frost.

2.000

7 i

Ordinary enclosed reinforced concrete buildings.
Bridges and retaining walls of heavy sections*
m moderate exposure.

1,300

8i

Mass concrete,. basement walls, etc., protected
from water of servere weather conditions

TTwa «r«4*r i"k-»

WEIGHTS OF MATERIALS.

Lb per

c ft

.

Aluminium

. . . 162

Iron, cast

American Ash .

.. 38

Iron, wrought . .

Ashes (loose)

. 40

Ironstone (Gevcland)

Anhalt

.. 144

Iron ore (Spanish)
Iron ore (Swedish)

Ballast and sand dry, loose

90 to 106

Lead

Ballast and sand, well shaken

Lime slaked

99 to 117

BaJlast and sand thoroughly

Limestone

Lb per
c ft.
450

. 480

■ 135

?50
• 230

710

25 to 37
.•1C8

wet

, . 120 to 140

Bell metal

502

Bitumen

. 87

Brass, cast

Bnck, best pressed

. 504

..*150

Bnck, Are

*137

Brick, common hard

.*125

Brick, soft, infenor

.*roo

Brickwork, pressed

bnck m

cement

. . 140

Bripkwork, ordinary . . 1 16

Cement, loose from socks 75 to 90

1 12

<^3
120
82

52
50
140
90
112

150

537
550

Chalk
Clay, in lump, loose .

Clay, solid
Coal, solid
Coal, l^ken, loose
Coke, loose

Concrete (Ballast or Gravel)
Concrete (Breeze)

Concrete (Brick)

Concrete (Reinforced) . .
Copper, c^ . .

Copper sheet . .

Earth, common loam, dry, loose 76
Earth, common loEim, diy^ mo-
derately, rammed . . . . 95

Earth compacted .. ..136

Earth, as a soft, flowmg mud . , 108

Elm, dry 35

Flint *162

Glass, common "window , . 157

Glass (Sheet and Plate) 155- 175

Gram, at 60 lb. per bushel . . 48

Granite, Scotch . . . . *164

Gravel, common, loose . . 109

Gun-metal 5 28

Hay 5

Hay, pressed 8

Hemlock, dry 25

150

175

Macadam
Marble . .

Masonry, dressed granite or
limestone . . , *163

Masonry, dressed nibble set in
mortar .. .. .. 134

Masonry, dressed nibble, dry *138
MaSSonry, dressed sandstone . *143
Mortar hardened . . 103

Mud, dry, dose . 80 to 1 10

Mud, wet, fluid, mamnium . . 120

Oak. dry* . . *59

Oil (Fuel, lubneating, and lin-
se^ . . . . . . 36

Petrol . .

Pumice stone .
Pine, white, dry
Pme yellow
Pine pitdi
Pitch . .

Plaster of Paris cast

• 42

• 57

.. 25

34 to 43

• €>5

• 77

. . 80

Quartz .. .. . ..'*'163

Quicklime, ground, loose or m
small lumps.. . 53

QUiddlme, pound, loose
thoroughly shaken .. .. 73

Red Lead

557

Salt loose . . . . 30 to 70

Salt, solid .. .. 133

d]^, loose . . 80 to 106

Sand, mxe quartz, perfectly
dry, ^ghtly shaken . . 92 to x xo
Sand, natural, dry, maximum 1x7
Sand, thoroughly wet, voids
full of water , . 1 x8 to x^o

Shale x62

Slag (Broken) 90

Slate 175

Snow, freshly fallen . . 5 to 13

Snow, moistmod and compact-

Lb per

Lb. per

c ft.

c.ft.

Spelter or zmc

. 440

Terra-Cotta

. 1x2

Spruce, dry

* 25

Tile . .

Steel ...

490

Timber (Construction)

. 42

Stone. Bath

.♦122

Tm . .

406

Stone, Basalt

*164

Stone, Kentish rag

*165

Water, pure, at 39 2°F.

or

Stone, Portland

•14&

4^C (for basis of determin-

Stone, Sandstone

• *137

ihg specific gravity')

62*425.

Stone, Traprock

,•169

Water, ram, at 6o®F

62*3

Water, sea (salt)

64

Tallow . .

.58*6

Tar . .

77

Zmc

438

♦These weights are tor solid materials, not crudied or broken ;
allowances must be made for the weights of broken matenaJs varying witk
the percentage of voids Green timbera weigh i to J more than dry

USES OF PORTLAND CEMENT.

ABUTMENTS

Cement

Bridge.

Coal

Dam

Gram

Trestle.

Imie.

AERATORS

Ore,

ALTARS.

BIRD BATHS

AMPHITHEATRES.

BIRD HOUSES

ANCHORS.

BLACKBOARDS

Buoy,

BLEACHERS.

Bridge

BLOCKS

Post.

BOAT LANDINGS.

ANVIL BLOCKS.

BOATS

APPROACHES

BOILER SETTINGS.

Bams.

BOOTHS

Bridges

BOXES.

AQUARIA

Cofl&n

AQUEDUCTS

ARBORS.

Cooling

Feed.

ARCHES.

Flower

AREAWAYS.

Harbage

ART STONE.

Letter.

Street-Cleanmg.

BALCONIES.

Water Meter

BALUSTRADES.

BRACKETS.

BAND STANDS,

BARGES.

To support Brackets.
BREAiCWATERS

BARNS.

BRICK

BARRELS

BRIDGES

BARRIERS.

BOUNDARY MARKERS.

BASE BOARDS,

BOTTLING ALLEYS.

BASINS.

BUILDINGS OF

BEACONS

EVERY DESCRIPTION,

BEAMS

BUMPERS

BEEHIVES

BENCH STANDARDS.
BENCHES.

Filled with Concrete
for Automobiles

Railroad.

BENCH MARKS.

BUOYS

BUTTS FOR TRANSMISSION
POLES.

CAISSONS.

CANALS.

Inrigalioii.

Wat^power
Waterway
CAPS, Chlmnov.

CARS, FREIGHT.

CATCH BASINS
CATTLE GUARDS
CEILINGS
CELLS, PRISON.

CELLARS

CEMENTATION OF ROCK
FISSURES.

CEMETERIES.

Grave Markers.

Monuments
Mortuary Chapels,

Rubbish Boxes.

Vaults.

CHANNELS.

CHECK GATES.

CHIMNEYS.

CHUTES.

CISTERN COVERS
CISTERNS.

COAL POCICETS.

COAST DEFENSE
COFFERDAMS.

COLD FRAMES.

COLUMNS.

Column Footings.

CONCRETE ENCASING
Clay Sewer Pipe.

Iron Turbines.

Segmental Viirifiecl
Slay Blocks.

Steel Bndges.

Steel Columns
Steel Girders
Steel Penstocks.

Steel Pipes.

Steel Poles.

Steel Gasoline Tankn
Steel Viaducts.

Wood PUes.

Wood Poles.

CONDUITS.

Telephone.

Water.

COPING.

CORNOEUBS.

CORNICES.

COUNTERWEIGHTb

Bridge.

COURTS.

Croquet.

CURBS

CURTAINS

DAMS.

DECORATIVE.

Bndges

Buildings

Cemeteries

Gardens

DIPPING VATS.

DOCKS

DOMES.

DOOR FRAMES
DRAIN HEADS.

DRAIN TILE.

DRIP AND SPLASH BOARDS'
FOR TANKS,

DRIVEWAYS
DRY DOCKS.

ENGINE REDS

FACING

Block

Bridge

Building

Dams

Reservoir.

FACTORIES

FENCES.

FILTERS

Sewage.

Water Punfication.

FIRE PLACES.
FIREPROOFING.

FIRE WALLS
FLAG POLES
FLOOD PREVENTION.
FLOORS OF ALL KINDS.
FLOWER POTS.

FLUMES.

FONTS.

FOOT SCRAPERS.
FORGES
Blacksmith.

FORTIFICATIONS,

FORUMS.

FOUNDATIONS.

FOUNTAINS.

Drinking.

FRAMES.

Art Window
Door.

Partitions and Wall .
Opening.

Transoni.

Window

FROST PROOFING.
FURNITURE.

rioT^rlAn

GARAGES.

GARGOYLES.

GATE CHAMBERS
GIRDERS.

GRANDSTANDS
GUARD RAILS.

GUTTERS

HARBOR CONSTRUCTION
HEAD GATES
HENS* NESTS
HOG WALLOWS.

HOT BEDS
HOUSES.

ICE BOXES
INCINERATORS
Garden Refuse
Garbage.

INLETS

Flume

Sewer

Insulation

IRRIGATION CONDUITS.

JETTIES

KENNELS.

LAWN ROLLERS
LAUNCHING WAYS
LINING.

LINTELS
LOCKS, CANAL
LUMBER. CONCRETE

MANGERS

MANHOLES

MANTLES.

MARKERS, BOUNDARY.

MASONRY

MILL RACE.

MINE CONSTRUCTION.
MOIST CABINETS.
MONUMENTS.

MORTAR

MOSAIC DECORATION
MOULDINGS.

ORGAN PIPES
OUTLETS.

Channel

Sewer.

PAINT.

PANELS, FENCE.
PAVEMENTS.

PERGOI.AS

PEERS.

PILES.

PIPES.

Ash.

Boiler.

Engine

Fertilizer.

Manure.

Motor.

PLATFORMS.

POLES

PONDS.

POOLS

Bathmg.

Wadmg

PORCHES.

POSTS

Anchor

Arbor.

Clothesline.

Fence

Gate.

Hitching
Mail Box
Mile.

Sign.

Signal.

Vineyard

POWER PLANTS
PROTECTION OF
Iron.

Steel

Wood

PUMPING PLANTS.

QUAYS.

RATPROOFING.

REFRIGERATORS.

REMODELING.

RESERVOIRS.

RETAINING WALLS.
REVETMENTS.

ROADS.

ROOFS,

RUNWAYS.

SAFETY ISLES AT STREET
CROSSING.

SEWAGE DI^OSAL

SEWERS

SHAFTS.

Elevator

M^ne

Tunnel.

Sheds

SHINGLES.

SIDEWALKS.

SIGNS.

House Number
SILLS FOR WINDOWS.
SILOS.

SINKS.

SIPHONS.

SLEEPERS, FLOORS.

Railway.

SLUICEWAYS.

SMELTERS

SPEEDWAYS.

SPILLWAYS

STADIA.

STAIRWAYS

STUCCO

SUBWAYS

SUN-DIALS

SWITCHBOARDS.

SYNTHETIC STONE.

TABLES

Billanl.

Laboratory.

TABLETS, MEMORIAL.
TANKS.

TIES, RAILROAD.

TILE

Decorative.

Drain.

Tonnst Camps.

TOY BLOCKS.

TREE SURGERY.

TREE GUARDS.
TRMSTONE.
TROUGHS, DRINKING.

TRUSSES.

TUBS.

TUNNELS.
TURNTABLES.
TURPENTINE CUPS.

URNS.

VASES.

VATS.

VAULTS.

Bank

Battery.

Burial

Safety.

WAITING STATIONS.
WALLS

WAREHOUSES.

WATER COOLERS.
WATERPROOFING.

WATER WORKS SYSTEMS.
WELLS.

Gas.

Oil.

Water.

WHARVES.

BIBLIOGRAPHY.

-nqnd

joo^-Ba

|sglj.3|a

’o-gO E

%• ^ J S

<->0-?^- o C

s . a i'S-.p

l^i-a-ESIg
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3 ^-e

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■S So

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O

^11

J-

tejw ° a g

.*5 Q ^^.0 P o

^11

Crete bridges of the world,

field construcl

0) M . m -P

■H 3 te-a g

-]^qnd

JO* 37T?cr

ilail

tliig

•3 3_'8+,

S 5’2 si

So,5,

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;

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i |Wii|i

■3

■a «

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til

i

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sll-oSi
3 1 «*S 1*5
pWo

i|ll

afll

^

Ilf

A

^ §u><
*^'2 ►

ml

demng Testing,
of concrete R.
etc.

in Ben- O. Faber . . Concrete Pnbhca- Rs, 7/14 . Bemg a development to the

Shear -trons X,td Author's theory m regard to

Military Engineer Government bf India Rs. 6/8 1925 VoL i Deals with jEluiiding

Services Hand- Central Publica- and General, Specifications

book. Vol. L tion Branch, Cal- and Structural Design

cutta

t

•S

HOCI.

-Boqqna:

30

^ * M

(0 cn cn w m

M g M S

tion m the light of the new
conditioiis created by xapdern

in the constmction and main-
tenance of roads and foot-
paths

PERIODICALS

Titlb.

Offick of Publicahon

Price

ISSULD

INDIAN.

I

Hume Pipe News.

The Indian Hume Pipe Co
Ltd , Pheenix Building,
Bailed Estate, Bombay

Free

1

1

Montlily

1

'* Indian Coixcrcto

The Concrete Association of

Ab. 8 ’ per copy Monthly'

Journal.’*

India, Telephone Bldg
Home Street, B:mba>

Rs 5 per year.'

Post free j

Indian Enfiiiiter-

ing.”

ENGLAND

7, Mission ]^o\v, Calcutta

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1

1

Concrete and

Constructional

Engineering."

The Concrete Pubhcdtions
Ltd , 20, Dartmouth St ,
Westminster, SW 1

1

l5. Qd per copy.
185 per year.

Monthly.

1

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" Concrete for the
Builder and Con-
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The Concrete Publications
Ltd , 20, Dartmouth St
Westminster, S.W. 1.

4d per copy

Monthly.

1

■"Contractors Re-

329, High Holbom, London

9d per copy. Weekly,

cord and Muni-

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ivith which 18

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London, SW 1

3d, pei copy

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ipjqorporatcd
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i berland Avenue, W C 1.

l5 por copy

Monthly.

AMERICA.

■‘’Concrete"

Concrete Pubhbhing Co ,
139, North Clerk Street,
Chicago, in

$ 4 per yoar.

Monthly

L ,

" Engineeruig •,

News Record."

McGraw-Hill Publislung
Co , Tenth Avenue at
36th Street, New York.

$ 9 per year

25 cents per
copy.

Weekly

" Rock Products "

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THE DIRECTORY

Of The

CONCRETE INDUSTRY
IN INDIA.

This Directory has been compiled from such infonuation as is^
at present to hand. It is obviously far from complete and we
trust our readers will assist ns in bringing and keeping it up-to-date.
Information regarding new entries and corrections of existing
entries will be welcomed and should be sent to the Concrete Asso-
ciation of India, P. 0 Box 138, Bombay.

The Directory has been divided into four main sections each,
of wliich has many subsections. These four main sections are •

(1) Engineering.

(2) Materials.

(3) Plant and Machinery.

(4) Concrete Products.

DIRECTORY

Off

THE CONCRETE INDUSTRY
OF INDIA.

CONTENTS.

Everywhere throughout the directory alphabetical arrangement
has been adopted in order to facihtate reference.

Engineering Section —

Architects ^eciaJismg in Concrete 73

Consulting Engineers „ „ ,.74

Contractors for Concrete ContructioiLS . , - . . , 75

Specialists in R C. Design . . . . . 77

Testers for Cement and Matenals . . , . 78

Materials Section. —

Aggregate and Sand Suppliers

C^ent Manufacturers. . ..

Cement Stockists in Asom ...

Baluchistan
Bengal ...

Bili^ & Orissa

Bombay Presidency
Central Provinces
Hydorabad Deccan

ICashmir

Madias Presidency

Mysore , •

North West Frontier Province

Persian Gulf

Punjab

Raiputana & Central India Agency
United Provinces & Oudh

Colouring Materials & Dyes

Jointing Materials for Expansion Joints . , • •

Mould Oili Manufacturers & Agenm

Proofers & Hardeners

Reinforcement Manufacturers & Suppliers . .

Timber for forms and Shuttering ^ppliers. .

7n

80

80

82

83

94

97

tl

99

100

xoo

XOl

*05

*05

109

1x0

xxo

xxo

IXX

XX2

Machinery Section. —

Bar Bending Machines & Cutters 1x3

Block Slab & Brick Making Machines 1x3

Crushers 1x4

Distributing Maohineiy , < •• 1x4

Forms & Shuttering (Patents) * . . . . X14

Kerb Making Maohines .. 1x5

Mixers . . . . , , , , , , , , , , . , H5

Hiimg Plant

Pipe Making Machines <3t Moulds

Polishing MELchmcs

Roadb, Concrete, Plant & Machlnc^^

Screening Plant

Tampers

Testmg Plant and Apparatus
Tile Making Machines .

Washers for Sand & Aggregate

Concrete Products Sections —

\sbesto9 Cement Products
Blocks & Slabs .

Bricks

Cable Covers

Cast Stone

Farm Requisites

f warden Omaraents & Fiiriuturc*

Glazed Products

Gutters & Water Tables

Kerbs & Channels

Manholes

Piles

Pipes & Sowers
Posts & Poles
Roof Gutters
Sleepers fKaihvav)

Staircases
Tanks & Troughs
Tiles (Flooring)

Tiles (Roofing)

Well Linings
(Window) Frames

iiiG*

liG*

1.1-7

II7

LIS'

iiS

IL9i

120

120 *

liZL

1.211

122

122

122

123:

123

123

124

124

125^

125
125 ^
126-

126
126-
T27
12&
12^

ENGINEERING SECTION

Architects Specialising in Concrete..

BANGALORE—

Lakshmi Narasappa, S H , Pnncipal, College of Engiiieoruig
BARNAGORh—

GosHi I N , 22, Soshibhusen Ncogy Garden Lane, 24 Pcrganiuis
BOMBAY—

Desai, T M , L.C E (Bom ), 24, Bakehouse Lane, Forbes Street, Fort,
Greg SON Batley & King, Chaitered Bank Budding, Fort
Hormasji Ardeshir, 321, Hornby Road, Fort.

IVtBRWANjiE Bana 8 c Co , Si, Cowasjee Patel Street, l^ort.

Mistri & Bhedwar, Jbhangir Wadi a Building, Esplanade Road,
Fort.

Patell & Barma, " Rustom Building," Church Gate Stieot
Shapurji N Buchia, Central Bank Budding, Esplanade Road, Fort.
Taraporevala Bharoocha & Co , 7-10, Petit Budding, Elplimstone
Circle

CALCUTTA —

Bose, B K , 10, Uld Post Olhee Street,
fARDiNE Menzies & Co., 110, Clivo Street.

Martin & Co., 6 & 7, Clive Street (See page 152)

Sarkar, a K., 10, Old Post Office Street,

CAPE COMORIN—

Kesavan, K C.

COIMBATORh—

Govind Ram Mukchino, No 2, Ganosh Store (ICaturji

DEOLALI—

Lbvith, H, C,

GONDAL—

Vadgama, 1 ). R., Deopura.

HYDERABAJJ {SIND)—

Bayaram Rupciiand tS: Co ,

tOiWALRAM Santid^s & Co , Miaii Fakir's Pir-

fCAl^ACm—

Khimji J. Karta, I^mrthna Samaj Roadw
LUCKNOW—

Labanti & Co , Lid., i8, Clyde Road.

MADRAS—

Jackson cS: Barker, 22, Broadway.

POONA —

Allen & Ailen, 2, IClplunstono Road^.

VIZAGAPAI'AM-^-

SiNGir Segue, ])., IlEirboiir Gffice.

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA

Consulting Engineers in Reinforced
Concrete.

-ALLAHAjBAn-^

Parmbshri Das, B A , C.E , A.M I.E, (India), 3, Muir Road

BARNAGOliE--

Gosh, I N , 32, Sasbibhusen Neogy Garden Lane, 24 Pcrgannas
JBENARES-

Ray, R N , 09- A, Ramapura (U.P )

^OMBAY^

All India Construction Co , Ltd , Phoenix Biulding, Ballard Estate.
Cbrvbllo, M. G., M.SCE. (France). MSCE (Italy), AIM A (Eng.),
Giilestan,'* 6, Napier Road, Fort.

Desai, T. M , L.C E. (Bom ), 24, Bakehouse Lane, Forbes Street, Fort.
Dhondy & Co , K S , BycuUa

Ferro-Concrete Construction Co , 6, Napier Road, Fort.

Gammon, Ltd., J. C , Stronach House, Ballad Estate. (See pape 139).
Gannon, Dunkerley & Co., Ltd , Chartered Bank Building, Fort
Giacomo Jucker, Mubarak Manzil, Apollo Street, Fort.

Hindustan Construction Co , Ltd., Rioanjx Building, Ballard Estate.
Hormabji Ardeshir, 321, Hornby Road, Fort.

Marsland Price & Co , Ltd , Phoemx Building, Sproti Road, Ballard
Estate

Mawson Vernon Co , Ltd., Vulcan House, Ballard Estate (See page

^53)

McKenzies Limited, Sewn.

Shapurji N. Buchia, Central Bank Building, Esp^ade Road, Fort.
Tata Construction Co„ Ltd., Phoenix Building, Ballard Estate
CALCJSfTTA—

Bose, B. K., 10, Old Post OjfiEice Street.

Ghosh, S K., B.Sc (Edm ), A.M.I.Struct.E., 5, Ashu Babu Lone,
Kidderpore.

Jardine Mbnzies & Co., 100, Clive Street.
jEsaop & Co., Ltd., 93, Clive Street
Pal, F., 4, Mission Row.

H. Rolfe & Co , S, Dalhousie Square.

CALICUT—

Menon & Co. (S India).

COIMBATORE—

Govind Ram Murching, No 2, Ganesh Store (Katur).

Ramasesh Ayyar, M. (S. India).

DELHI—

Varma a Co., B L , Burn Bastion Road.

GONDAL—

Vadgama, D. R., Deopura.

HYDERABAD {SIND}—

Dayaram Rupchand & Co.,

LUCKNOW—

Datia, a. K., Latouche Road.

Labanti & Co , Ltd., i 8, Clyde Road.

LUDHIANA—

Dusaje Raghumath Das, 1332, Wattgunj (Punjab).

POONA—

Allen & Allen, 2, Elphmstone Road.

ROORKEE—

Raja Ram, B.Sc., A M.Iiist.C E., Thomason College (U.P).

Engineering Section

Contractors for Concrete Construction.

AHMEDABAD—

Vakil & Co., Nowroji Buildings, Mirzapur Road.

ALLAHABAD—

Munshi Gouri Prasad, Attarsuia

BANGALORE—

Dsar, T. W , P O Box No 75, 3, Millers Road

Railway & Gbkeral Engikebring Co Ltd , P O Box 63. (Also at
Cou^abatore & Tnchinopolv) (See page 157).

SuNDRAM Ayyar, R , II, St Msxks Road
BARNAGORE—

Gosh, I N , 22, Sashibbusen Neogy Garden Lane, 24 Pergannas.
BARODA—

Govindlal C., Ahmedabadi Pole
PuRUSHOTTAM Vrajlal, Kothi Pole

BENARES—

Ray, R N , 99-A, Ramapura
BOMBAY—

BHAGWANDAS RUPCaiAND, Post Box 260.

Contractor, S R , Rustam Building, Byculla
Dahamukar, M L., Church Gate Street

Dbsai, T. M , L C.E , (Bom), 24, Bakehouse I-ane, Forbes Street, Fort
Dhondy & Co , K S., Byculla

Fbrro-Concrbtb Construction Co., " Gulestan,'* 6, Napier Road, Fort
Gammon, Ltd , J C , Stronach House, Ballard Estate. (See page 139)
Harjbb Bhawan & Son, Matunga.

Inoskondaji, Dongn Road.

JijiNA & Co . 162, Modikhana Road

Karim & Co , H A., Plot No, ii8, First Road, P.O Khar

Karsandas Layal & Co , 10, Grant Road

Kermani, K. G., Jacob Circle

I^RisHNAji Kondaji, Dalai Street, Fort

Marsland Price & Co , Ltd , Phoenix Building, Sprott Road, Ballard
Estate.

Master, R. S., Grant Road.

Mawson Vernon Co., Ltd., Vulcan House, Nicol Road, Ballard
Estate (See page 153)

McKenzies Limited, Sewri.

Naoroji Dadabhoy, Tardeo Road

National Concrete Products Manufacturing Co , 2o,Mody Building,
Ghatkopar.

Pallonji Edulji & Son, Charm Road.

Prabhavalker S. D., L C. E., Elphinstone Circle.

Rakcboddas & Co„ Sandhurst Road.

Rasooljx Rajbhai, Reay Road.

Rowji SojPAL & Co., Government Gate Road.

Shapurji Pallonji & Co., 70, Medows Street.

Shirale & Josm.

Simplex Concrete Works, Tankerville, Gowalia Tank Road.
Tbjookaya & Co., New Nagpada Road
Vaitak & Beat.

Vazir Hati & Co.. Bhendi Bazar Road.

DI RECTO KY OF i'HF (X)NCRHTE INDOSTRY IN INDIA

BULSAR--

Waljce Buimjee.

CALCUTTA -

AmrvA, \ K , 8/j, Hastings Mrect

Bird & Co , ]Managing Agents, Tue Indian Patent Stone Co , Ltd^
Chartered Bank Building (Set? page 133).

Bose. R , 58, Chbwringhee

Foundation Co , Ltd , 5, ^Iismou Row

Gosh & Co , A-, P.33-B Malum Haider Street, Kalighatt,

Jardine Menzies S: Co , 100, Clive Sticct.

Jebsop & Co , Ltd., 93, Clive Street

John King & Co , Ltd , Victonu Engine Works, Howah

Mansfield & Co , iC, Tangra Road, Entally

Martin & Co , 6 & 7, Clivc Street. (See page 15^)

Sarkar. a K , 10, Old Post OHice Street

SiMPTEX Concrete Piles (Tndin^ Ltd , 8, Strand Road. (Sec page 159).

CALICUT^

Menon & Co, (S Inclia)

COIMBATORli--

Ramasesha Ay VAR, M (S India)

DELHI---

Varma & Co , B L , Burn Bastion Road
DHULIA^

Yeshwant Copal Shrigondekar, *)th T.ane
lEROZEPORE-^

Girdhari Lall Aggarwal, Poohla l^ist

HYDERABAD (SIND)^

Bayaram Rupcitand tS; ( o

KHUSHAB—

Manohar I- alt Kapcr

LUCKNOW--

Datta, a K , Laiouche Road
Labanti & Co , Ltd., t 8, Clyde Road

L YALLPUR—

Moti Ram Kor i & Sons.

MADRAS—

The General Construction Co , Ltd , Club House Road
MEERUT—

Hanh, W. ;M., Lala lOi Bazar
MHOW—

CowAbji ik Jall, 1 14, Post Gllice Road
POONA —

Ranade & Sons, V. R.

SEC UNDERA BAD—

D'Souza, a. L., Market Street (Deccan)

Hyderabad General Agency, Bulletiu Buildings

SURAT—

Pestonji Burjorji Wadia & Sons, Mackhhpit
SoRABji Nusarwanji Wadta, Machhlipit

SYLHET—

Samabaya Engineering Works

tunc—

Darjeeling Engineering Works, North Bengal.

Engineering Seotton

Specialists in R. C. Design.

MAPNACOnj^^

nosH, I N , 22, SuHlnbliiisen Ncoj^s (harden Lane, 24 Porgannas
2 niNAI?l£S^

Rav, N., Ramapiira

Pesai, T. M., L,C E, (Bom ), 24, BaUchouse Lane, Forbes Street, Fort
]"krpo-Concrete Construction Co. '' Gule^tan ", G, No pier Road,
Fort

Gammon, J-td , J, C , Stronacli House, Ballard Estate. (Sco page 139)
Heatly & CrREsifAM Ltd , q, Forbes Street, Fort (See page 149),
IVlAKSLANn Price & Co , I-xn., Phoenix Building, Sprott Road, Ballard
Estate.

JMaw'^on Vernon Co, I-td , “Vulcan House,** Nicol Road, Ballnrd
Estate (Sep page 153).

:Mc 1 venzies LiMXTrtp, Siwn

Shapurji N, Buchia, Central Bank Builcbng, EsiTlaiiade Road, Fort
'CALCUTTA—

Bird & Co , Managing Agents, The Indian Patent Stone Co., Ltd ,
Chartered Building (See imge 133). ‘

'Ghosh, S. K., B-Sc. (Edin ), A.M.I. Struct E„ 5, Ashu Babu Lane,
Kidderpore

Heatlv & GREpjtj^ Ltd , 0, Waterloo Street (Sec page j 40)

Jardine Menzi^S a Co., 100. Clivo Street.
jEssop & Co , 93, Clive Street.

John Kino & Cp., Ltd., ^Tcto^a Engine Works, Howrah,

Martin & Co , 6 & 7, Clive Streep. (See page 150).

SiMPiEX CoNCEpr?!' Piles (India) Ltd , 8, Strand Road (Sec page 159)
CONDAL—

Vadoama, D. R„ peopura
LAHOm—

Armaco Engineering Co , Manohar Mansion. Jail Road.

LUCKNOW—

Datta, a. K,, X^touche Road,

LUXiHIANA--

Busaje Raq^UNATH Das, 1332, Wattgunj (Punjab)

POONA—

Allen & Ai;len, Civil Engineers, 2, Elghbistone Road.
liOORKEE— '

Raja Ram, }|.^c , A.M.Inst.C.E., Thomason College (U P.)

TUNG—

DARjBBL||ifA Engineering Works, North Bengal.

VIZAGAPATAM-

SiNGH SMpfi, D., Harbour Office.

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

Testers for Ceinent and Materials.

BENARES^

Enginebring College, Benares Hmdxi University
Ray, R N , 99-A, Raraapura (U. P.)

BOMBA

Hogitbs & Davies, 31, Murzban Road, Fort.

Mitchell, T., C/o Alcock Ashdown & Co , Ltd , Defence Works Build-
ings, Maza^n
CALCUTTA-^

Ali^ore Government Test House
KARACHI-—

N. E D Civil Engineering College*

LAHORE—

Armaco Engineering Co., Manolias Mansion, Jail Road
LUCKNOW—

Datta, a. K , I-atouche Road
LUDHIANA—

Dusajbe Raghunath Das, 133?, Wattgunj (Punjab),

MADRAS—

CoiXEGE OF Engineering, Giundy, Saidapet P & O Railway Station.
PATNA—

College of Engineering.

POONA—

College of Engineering
ROORKEE—

Raja Ram, B.Sc., A.M.Inst.C E , Thomfi39n College.

yrZAGAPATAM—

Singh Segue, D , Harbour Oflice.

MATERIALS SECTION

Aggregate £ Sand Suppliers.

BARODA-^

Sayaji Iron Works

BOMBAY-^

Hindustan Construction Co , Ltd (Sand Dept.), Phoenix Building,
Ballard Estate.

James Hogan, 169, Sassoon Dock, Colaba
Karim & Co , H. A , Plot No 118, First Road, P O Khar
National Concrete Products Manufacturing Co , ao, Mody Buil-
ding, Ghatkopar

Tata Construction Co , Ltd , Phoenix Building, Ballard Estate.
C^iCl7Tr.4—

Concrete Products & Aggregate Co., (Machmc-crushod), 12 Canal^'
St , Entally.

Ghose K C., & Sons, 7 Ganga Prasad Mukherjee Road, Bhawanipur,
Calcutta.

Rasulfore Sand Quarry, P.33-B, Mahun Hidder Street, Kalighatt.
Trades Advertising Company, i -B Swallow Lane.

CAWNPORE^

Tandon & Co , K C , Badshahmalca.

DOWLAISWARAM-^

General Trading Co {Godavery District)

LYALLPUR^

Moti Ram Kohli & Sons.

Cement Manufacturers.

B.4iVMOi2-(GwALioR State)—

Gwalior Cement <?o., Ltd (G.I.P. Rly.) (See page 147).

D WA RX .^-(Kathi AWAiO —

Okha Cement Co , Ltd.

- (Bihar.) —

SoNE Valley Portland Cement Co , Ltd. (E.I.Rly.) (See page 152)'*
ifi4rNJ-(C.P.)—

ICatni Cement & Industrial Co., Ltd. (G.I.P. Rty.) (See page 131 &r
132)

i:yAf0i2JE-(C.P.)—

rSB'XT-noAT T>i»ftirrhTr»-BO ixirv Pwm’WW'p Pn P Tl> j/JCrt* \ /Caa.

directory of the concrete industry in INDIA.

a:.4i^HjE:Rjr-(RAjpuTA.NA)—

Bundi Portland Cement Ltd (R B & C I. Rly ) (See page 145)
JtfjEHG^ON-(C.P0—

United Cement Co of India, Ltd (E.I. Rly ) (Seo page i $0).

PORB C7ND^R-(Kathiawar) —

Indian Cement Co , Ltd , Kathla^va^, W I

SH^H- 4 B^D-(Hyderabad State)—

SnAHABAD Cement Co , I-td , Hyderabad State

iWAH (Punjab) —

Punjab Portland Cement Ltd , (NW Rly) (See page 149)

Cement Stockists in Assam.

^SILCHAR—

Satindra Dev Banker & Zemmdar.

Cement Stockists in Baluchistan.

QUETTA---

Allibhoy & Sons, Bruce Road
Cbainomal Dharamdas
Cbandoomal Gangaram, Thana Road
Dhanasingh Ottamsingb, Thana Road
Essajee & Sons, Bruce Road.

Irani Rustom, Brace Road.

Seth Abdul Aatar, Quetta

Cement Stockists in Bengal.

ASANSOI^

Abdul Latiff
Baboo Disan Dayal Shaw.
Fajoo Rah Nauranji Lal.
Manobar

Materials ^eotloiv

BANKURA^

Golokk Bbhar Dutt.
Gopal Chandra Nandi,
Jugal Charan Malik.
Salya Kinkar Dutt.

BARISAL—

Roy Saha & Co.

CALCUTTA—

Balmbr Lawrib & Co , Ltd., 103, Clive Street. (See page 131 & 132),
Burn & Co^, Ltd., 7, Hastings Street, Howrah.

C^NDi Charan Nayak, 29/3, Sashi Bhusan De Street*

Dev & Co., D, 210, Harrison Road,

Harry & Co., S. I)., 200, Upper Chiipur Road, Baghbazar*

JEY Hariduw <Sr Ibtbndralal Singh, 76, dive Street.

Joy Gopal Butt & Brothers, 40, Clive Street.
tavARANA & Son. N. S*, 72/1, Clive Street.

Kilburn & Co., P. 0 , Box No. 61.

^RTiN & Co,, 6 & 7, CUvo Steeet. (See page 152).

Sen, R. C., 114/7, Hazra, Road. '

DACCA—

Bass & Co., R. N., 207, "W^alter Road.
Bey, K. V , Contractor.

DHANBAD—

Branan Kara.

Kaloorau Agarwal
Muralidhar Paul & Harii?ole Paul.
Narandas Sbt.

DARAGO BAZAR—

Mohanlall Shbwlall.

Ramprasad Ganbsihlal.

GANGTOK—

Jetmuel d:

GJRIDIT—

Chattaejkb, 0. N.

PRAYAOCBAin) KkETHPAS.
SUNDERKALL QOBlNpRAM.

ISHURDI—

Jangamal Barjwath.

JHARIA—

MORARJI LALCflUtVI^-

Kalidas JXVR41 Mbhta.

UMiASHANXAIt IC. Mehta.

KALIMPONG^

Lachmandah Kamcuandra.
PURUOKCffAtfp LaKHMICHAND.

Sooxhrampav Kashiram.

KURSEONG^

Hanutjum Lbkhram.

Jaloqram Srirak.

MADHUPUR—

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

MIDNAPORE---

JOGGESHNAR KaR.

Paxil, B.P.

Aliganj

Sasti Bhuson Khundoo.

MOUNT PLEASANT ROAD-—

J ETMTILL & BhOJRAJ.

OYLALL NxjRSINGDAS

NARAYANGANJ—

Godden, A.L
Macartney, J. G
G. C. & J. C Roy
Sanatan Pall.

RANIGANJ--^

Bississwarlal Dhubiprasad.

Hamday Nath Khan & ^Iowartq Khan.
Eeshoram Gopiram
Shaie Baekat Ali & Sons
SILIGURI-^

Balchakd Tej Mull.

Cement Stockists in Bihar & Orissa.

ARRAH ^

Jhaboo Ram Hariher Prasad.

Zahid, S.i Ammunition & Automobile Dealer.

BANKIPORE--- ' ‘

Bose & Sons
Pass Gupta & Sons.

BEGUMPORE ’^

Babu Harnandan Lall.

BETTIAH-^

Seth Hazari Mull Bissbswar Nath.

BHAGALPORE CITY—

Daxjlat Ram Anant Ram.

CHAPRA—

Babu Badri Prasad.

5 . SiNHA & Sons
DARBHANGA—

Kalooram Rameswarlaix, Merchants & Commission Agents.

D7GHWARA—

Babu Jagish Narain Singh.

JDINAPORE CANTT.—

Shaw Chota Lall. v ^ .

Mat«rj«is section

iCHAGAUL—

Babu Bifan Shaw.

LAUBAZAR (Chapra)—

RamCtObind Ramchander Prasad.

MADBUBAm--

Munni Lai* Shaw Ram Lakhan, Merchants 6 c Contractors

MAHAJANTOLA (Arrah)—

Sitalchand Jain.

MAHARAJG UNGE-^

Ramgdlam Shah Kaubax Ram.

MOTIHARI---

Bazant Ram Kaliram

MUZAFFERPORE^

Chatterji, K C , Representative & Agent, Kalyanpur Lime Works, Ltd.
Dutt & Co , a P

Tunksah Baidyanath Piusad. I

PAROOFGUNGE^

Ramnarayan Lall Ckowdhry.

PATNA‘S

Babu Ram Narayan Lall Chowdhry. Mamfganj.

Bandhu Ram Lachminarain. '

Mea, M Lahiri, P O Behar Sheriff. , *,

Naboo Mea Waliullah, S. .

PBOOLWARISHARIF^

Chatto Shaw Pbyalchand Shaw. i • \

SAHEBGUNGE— ' ■ : ^

Lachuman Sha, M Lall,

SITAMARHI-- ' , "

MiRAZMULL GoBINDBUX, . . I'J , .

SIWAN-^ ' f

Balkishun Lall N AND LAiL' ‘ ' ' r ,

Debi Ram Biseswar Lall. ; /, ,

Gajadhbr Ram Seobarat Ram. “ * ~

Ganeshram Sakhichand Ram > r ' . . , ^

Raghubir 3EUm Udit Ram

TATANAGAR--- , , . .

Gauridutt Matadin, Merchant * Contractor. ■■

Teolaram Sewnarain, Merchant & Contractor

Cement Stockists in Bombay Presidency.

AGAS-^

Chimanlal Pursotamdas Shah. i

AHMEDABAD-^

Akmbdaxj Kakabhai & Brothers, Ledcar Bazar.

Desai 6c Co., T. J., 2252-58, Bhatla Wadi, Post RailwaypQra.

DIRECTORY OF THE CONCRETE INDUSTRY

AMALNER^

Mahomedaixi MtJLLA Hasanalli, Merchant.

AMALSAV—

Khandubhai Lalbhai.

AMOD-^

Kikabhai Dowabbhai.

AMRELl-^

XTmer Giga

ANAND^

Trikambhai JrvABHAi Patel.

ilNDHERJ—

Desakji Sarafalli.

Esmailji Noormahohed

ANKLESHWAR^

Harinarayan Narotamdas, Bazar.

Ibrahim Esttfalli, Bazar.

Ramanlal Naqindas, Bazar.

5 . BAHAVARPUR—

Chimanlal Chuhilal Dbsai.

BANDRA---

Abdur Gaffur Samsoodxh.

BARAMATI^

Saifoobin Esmailjbs

BARDOLl-^

HtJSAlNBHAI TaSAMBHAI.

Manibeai Ra17CHHODBHA1.

BARODA-^

Desai Brothers.

Desai & Co., T J.

Gorbhanbhai Lalaji^ Contractor.

Maganbhai S. Patel, Gendi Gate Road.
Mobambpali Abdulalx, Raopnra.

Samstjddin Rajbalu.

ViNoi) Abdulhusein a Co., Raopnra.

BAVLA-^

Prehalabji Pursotamdas.

BECHRA J1--

Hargowan Bechardas.

BEBI BUNDER-^

GntBHER SU3¥DERJT.

PEiG^UM—

Damodar Ramappa Ahgolkar.

RAMc:dAKbRA M. MnRktTMSi.

Wamah Satvappa Kalgbatoi, Market*

BltADRAN^

ISHWERBHAl GOVINDBHAI PATBL.

Lalaji Jivabhai Patel.

Motibhai a Asbhai.

BHAGOOR—

Materials Section

BHALAJ^

Bhikabhai Fakirbhai Patel.

BHANDU--

Khusal Punjiram Patel.

BHA VNAGAR--

Jaintilal Ramjibhai Patel.

BHUSAWAL--

Hasai^ali Adamali, Merchant.
Mabombdalli Bhai.

Ismailji Gulam Hussaib.

BILLIMORA^

Dalsukhbhai Bhaishanicbr.
Vallabhbhai Fakirbhai, Near

BOBELl^

Ceandaji Umbrji.

BOMBAY-^

Abdul Rasul Noorbhai, Katha Bazar.

Ambalal Hirchand, Katha Bazar.

Barsiwala, R T.

Foolchand & Co., F. Null, Bazar.

Gulabchand Nathalal & Co., Katha Bazar.

Gulamali Valiji, ICatha Bazar.

Haidbrau Dawoodji, Katha Bazar.

Habijivandas Mohandas & Co , 20-22, C. P. Tank Road
Hyderbhoy Hussainbhoy, irS, Supanbagh, Parol.
JiVRAj Bbchbrdas, Katha Bazar.

JoosuB Kajrmali & Co., Duncan Road.

Kamruddin K Akolawala, 102, Bhajipala Lane
Kamruddin Rasulji & Co , Katha Bazar, Mandvi.
Karimji IsMAiLji & Co , Katha Bazar.

Khanmahombd & Co., Duncan Road.

Manordas Chhaganlal, Null Bazar.

Mohanlal Dbvchand & Co , C, P. Tank Road
Nanalal & Co., Duncan Road.

Nandlal Manordas & Co., 46, C. P. Tank Road.
Shapurji Pallonji & Co , 70, Medows Street.

Shantxlal & Co., C, Null Bazar.

Tandur & Shababad Stone Co., Sandhurst Road.
Thakurdas Hira Lal & Co„ 502, Duncan Road.
Vadilal & Co., Duncan Road.

BORIAVI—

PURSOTAM SOMABHAI.

BORSAB"^

HaRILAL LALT UBHAl.

BOTAD—

Rajaballi Beaijibhaz.

BROACH-^

Allihusain Ksubaixt, Katopor Bazar.
Gulamnabi & Nxtrbhai, Kat(^or Baw.
Nautamram Chaoatilal Lalubhai, Chalda. »
SASRAFAt^Li Abdulkayum, Katopof Bazar.

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

BVLSAD--

Kapui^chand Hikchahd^ Bazar.

ViTHAXBHAi Dahyabhai, Bozar.

CAMBAY-^

Hxralal Amritlal Shah.

CHALISGAOU^

Esoofally Mulla Badrudin, Iron Mercliant.
CBANVOD^

AMIRUDIN JlVABHAI.

CHAm^

Akbaralli Sarafalli

CHHOTA UDEPUR^

Aebaralli Nurbhai.

CHIKALI^

Chhibahai & Chhbtxjbhai.

N G Tribhovandas.

CUTCH MANDVI--

Kalyanji Dhanji & Co
VORA JlVANJI JaFFBRJI.

DABHOI—

Kaduji Ganuji.

DAKOR—

PURSOTAM MaNGUBHAI PaKDYA.

DAMAN ROAD--

Abdhixatif Ismail

DANGERWA—

Vithalbhai Vadilal.

DEOLALI CAMP—

Alodmull Joobarmtjll
Esoofally & Sons
Salfbhoy Esmailji
Shibram Gungaram.

K. Tikarah.

N. DEHGAM—

Mistri Madhavji Girbhbrlal.

DEROL—

PORSOTAM BhAIJIBHAI MRETA.

DESAR ROAD—

Harilai Girbherdas

DHARMA J—

Ravbnoas Javerjbhai & Co.

DHANDHUKA—

Rajaballi Abdulhusain.

DHINOJ—

Kaubas Chhaganlal,

DNOLKA—

Lavjjbhai Naranbas.

DHULIA--^

A. Kayum, Coutractor.

Abdul Kayum Kamruddin, Agra RoacL
Sajaudin Fidally & Co., Contractors
Vaixaji Mahomedally, Agra Road

DOHAD^

Musbhai Shaikh Abdullabhat

DWARKA—

HaMDAS VlTHALDAS.

GANDEVI^

Gulaihhussain Tayabaixi.

GHANSAMA—

Shivlal Fulchand & Chaganlal.
Chaturbha Patel.

GHOLY^

Ahmed Miya Abdoolgunny

RoSANALLY ABDOOLHUSEir.

GODHRA^

Hussanalu Abdulallt

Yora Esufally Badrudin ft Bros

GO JPUR SANKHEDA---

Risklal Jagjiwandas Desai

JlWAJI Gulamhusain,

HALOL^

Bhogilal Vajubhai.

HALWAD^

Samsudin Kikabhai.

HARIJ—

AbDULHUSAIN JrWAJT.

HIMATNAGAR---

Latifbhai Valubhai.

HYDERABAD

Hasanalli ft Sons, A.

Saleh Mohd., Shbr Mahomed.
Varomal Ratancband.

IGATPURI---

Abasbhay Dawoodbray Pishory.
Bhurmull Nuthmull.

Bukshxram Ramdhak.

Shaligram Ratanlal.

ITOLA—

Akbaralli Saravalu.

Motibhai Vaohjibrax Desai.

JALGAON—

Enabxhusain Cakrttdin, Merchant.
Fipally Akbarau.

DlItECTORY OF THE CONCRETE INDUSTRY IN INDIA.

JAMBUSAR^

Abdtjlla Hasanbhai.

JAMNAGAR^

Kaderbh^ Alibhai Ai^grbj.

Lalji Morarji.

JETPUR^

Ahmed Haji Tyeb.

JHAGADIA^

Essufalli Abdulaixi

JUNAGADH-^

Abdulhussain Mulla
Nuruddin Bhaijibhai
Nurbhai Valibhai.

KADI---

Latifbhai Rehmajtbhai.

KAIRA^

SOMCHAND DhULABHAI ShAH

KALOL-^

Mistri Parbhudas Vallabhdas.

PRANTIK SaMITTEE.

KALYAN^

Yusxjfally Mahomed ally, Bazar

KAPADVANJ-^

Kadbrbhai Esxjfbhai.

KARACHI--

Damodar Kalidas, Mithadhar
Dhanji Kalidas, Jhoona Market
Gidamal Bhagchand & Sons, Near Khon Gaidcc
Gdlabchand Chatxjrbeuj, Ranchore Lines.

Hirji Trikamji, Khori Garden
Kadhibhoy, M , Jhoona Market.

Karamsi Odhavji, Ranchore Lines
Karsandas Bhanji, Jhoona Market
Kewalram Kishmal, Idithadhar
Krishna Metal Mart, Nanakwara
Lalchand Kishmal, Mithadhar
MacDonald & Co , P. O. Box No. 33.

Maghanmal Beawanjee, Kanda GaJi.

Paixonji Edulji & Co , Bunder Road.
pRANjiVAN Goculdas, Ranchore Lines.

ViSHRAM Meghji, Jodia Bazar i

VoRA Tayaballi Mahomedalli Rangwala, Marriot Road

KARAMSAD—

Dahyabhai Muljibhai Patel

KARVAN—

Haji Nurmohmed Abba.

KHERALU—

Abdulhusain Hasanji.

KHODIAR—

Goculbhai Narsibhai Patel.

KIM—

Materials Seotlon

JCOLHAPVR—^

MoBiDDnrsHov Malikbhoy Manbr.

JCOPARGAON^

Balaji Gungadhaa Gujrate.

Esxjfally Haji Taybbally.

JiOSAMBA^

ICarim Usman

KOTRJ^^

Thunamal Bulchanb,

Kantilai. Keshavial,

LODRA^

Manilal Jagjiwan.

LVNAWADA-^

KuTUBji Dosabhai

MACCA-KHAD-^

Nathubhai Gangaram.

MADHI^

Chunilal Jagivandas, Madhi, Tapti Railway.
Maginlal Nagindas, Madhi, Tapti Railway.
Nathubhai Bhagubhai & Co., Madhi, Tapti Railway,

MAHUDHA^

Gokaldas Gordhandas.

MALEGAON—

Akbarally Hyderally

MAHUVA^

Kabibhai Ebrahimji

MANGORAL^

Harjibhai Rajaji, Via Koaamba.

MANMAD--^

Mulla Abdoolhusbn Jaforji.

Gulamhusen Taybbally,

MANVND ROAD-^

Kkodidas Hemchand Ranuj.

MASAR ROAD^

Khxmchanp Hargowandas.

MEHMEDABAjD^

Haji Nanamia Gutlammobiudin.

MEHSANA^

Desai Brothers,

Vaghjibhai Bavaji, Contractor.

MIRAJ-^

SlTARAMDAS JaYARAMDAS ShBDJI.

MIRPUR KHAS--

Mulchakb TIllumal.

MIYAGAM^

SAMAUDIN MiTTT % V'WATmrvr

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA<

MOBHA ROAD^

l^lAGANBHAl MOTIBHAI PaTEL.

VALmiOHMEto Ahmbd

MODASA^

Chandulal Shankkrt.al.

MOROLI-^

Metha & Sons
C. R. Desai

MORFI—

PiRBHAI NURBHAI

NABIRPUR—

JiJiBHAI GoVINDBHAI PATEL.

NADIA

Bhailal Horae j I Rav.

NANDABAR--

Adahji IBRABIMJI, Nandabar, Tapti Railway.
NANDGAON-^

Allibhoy EpRAOTf Ji, Iron Merchant.

NAR--

Mangaldas Maphavdas
NASIK CITY--

Rjkabhoy Abdoolally & Brothers.
Nepttjlla Habjbulla.

Mohaaied Bhai Esufally, 1003, Main Road.
Rasulbhai Hussoneji. Boti Bazar.

NASIK ROAD—

Akbeeally M. Moeomedally
Allihusain Kabamally

NA VLAKHI B UNDER—

Mistri Jeka Laxman.

NAVLI—

Javerbhai Manorbhai.

NAVSARI—

Cbhaganlax Bagherdas, Kaliyavadi
Kamroodik Rasxtlji Lokanpwapa, Bazar.
Kamrupik & Tayaballi, Motabazar
Kikabeai SuziANAXXi, F., Motabazar
Manchsrjx Dapabsax» Motabazar.

Narsibhai Laebhai, Ksdiyavadi.

SuLAMANji Kikabeai & Sons, Motabazar.
Yayperalei Kahrupin, Motabazar.

NAWABSHAH—

Lakhixlam Rrlumal.

OtCHA PORT—

Lakhiram Relpmal.

P4CH0RA—

Ebraepiji Hajiaubhoy, Merchant
PADRA—

Chhaganlai. Asharam
Munvbrallx Abduuiusain.

Tyabalu EsAbhai '

i>dT A AnDirp

Materials Beetionr

PALEJ-^

Hyderalli Abdulalli.

PAT AN--

Ambalal Motilal Dani & Jethabhai Manchand Gandhi
PATRI—

Naranlal Talaksibhai.

PETLAD--

Motilal Hirabhai Kaobhia.

POONA^

Abassbhoy Kaderbhoy, Kaviwar Peth.

Dinshaw & Co , F., 8o, Main Street
Ebrahim & Co., 63, Mam Street.

JiWANjBE Noorbhoy, Raviwar Peth.

ICalbhor & Co., Near Reay Market
Rasjhd IChodadad & Co., 81, Main Street
Sathe, M G., ShukerwarPe^

PORBANDEli^

Girdhar Hbmraj, Bunder Road.

VlTIlALDAS PuRSHOTTAM BhABHA & Co.

RAJKOT-

Kadibhai Musaji.

Kapurciiand Panchand Mehta

RAJPIPLA^

Jekisondas Narotamdas, Via Anklesliwar*

Mansukblal Muljibhai, Via Anklesliwar.

RANDHEJA-^

Manubhai Nalchand.

RANOLI—

CUIMANLAL DeVJIBHAI ft CO
SANAND-^

Chhaoanbhai Craturbrai.

SANDASAL--

PURSOTAM BHOGHAL.

SANGLI—

Panduram Krishna Dandekar.

SANKHBDA—

Pravtlal Ochhavlal.

SAVARKUNJDLA—

Lalji Virchand.

SAVDA--

Mahomedallx Allabux, Merchant.

SAVLI—

Himatlal Pctrsotamdab*

SAYAN—

Ambrsz Jethabhai.

Choxabbaz ft Abamadbhai, Kathor.

Muljibhai Narbhs&am, Kathor.

SEJVAUA—

Rahimtulla Rasulbhai, Balasinor.

SffAffnAPUR—

Sevmal Gxancband.

QtjTKrj tforrzf

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA

SHOLAPUR--

Nagappa & Sons.

Rende, G V
S1BHPUR--

Dbsai Brothers

SINNER--

Abdoolhusen Haji Hiptualla
Abdool Tayeb M Badrudin.

SOJITRA—

ICasumalli Shaikh Akbaralli
Raojibhai Motibhai Patel.

SORATII VANTHLI--
Ebrahimji Valliji.

SUKKUR—

l^WALRAM TECKCHAND & Co.

Kotoomal Dwarkaoas & Co
Urjandas Dheromal.

SURAT—

Abdulalli Sulamhusan, Kanpith. Bazar.

Atmaram, T, Kanpith Bazar
Atmaram JbkisondaSi Kanpith Bazar.

Dadxjbhai Valibhai, Near Tower.

Golwala Chandulal Nagindas, Mam Road
Goolamhusain Abdoolalli, Clock Tower
Haji Goolamrasool Goolamalx, Baranpun Bbagal.
Harilal & Co , N. T , Harxpnra
Hirlal BaloobhaIi Kanpith Bazar.

IcHHARAM Narotamdas, Navsaji Bazar
* Is H WARD as Tapidas, Kanpith Bazar.

Ismail ^Iahomad Asvat, Rander
JiNABHAi Harkisontdas, Limda Chowk
Khurbhanhusain Kikabhai, Kanpith Bazar.
Kuberdas Kalandas, Contractor.

Mabomod Ismail Amla, Kanskivad.

Manilal Isverdas, Ka.^ith Bazar
Manjibhai Devjibrai, Baranpuri Bhagal
Mehhanlal Ghalabhai, Kanpith Bazar.

3IBHTA & Co , N. M.

Miakhan Adamji, T. A.. Kanpith Bazar
Muganbhai Talloobhai, Navsari Bazar.

Nathubhai Devchand, Kanpith Bazar
Natvarlal ZiNABHAi, Baranpnn Bhagal
Nooruddin Alibhoy & Sons, Kanpith Bazar.
Noormaeomed Dosabhai.

Pbstonji Barjorji Waria, MachUpith
•Santilal Shambhulal & Co., Kanskivad.

Sorabji N Wadia, Machhpith.

Tayabaixy Dawoodji, Jhanpa Bazar
Thakordas Harkisondas, Baranpun Bhagal
Wadia, B. F , Baranpun Bhagal
Wadia, N. B , Baranpuri Bhagal.

TALOD—

Hirachand Vsniceand, Haxsol
TANDO ADAM—

Vrrvak-UAT Aiun

Materials Seotlorr*

TARAPORE—

Fulabhai Maroabhai AMm.

THANA--

Abdulali Valiji.

THASRA-^

Natvbrlal Gopaldas Desai

TIMBA ROAD^

Chhaganlal Motilal.

UMRETH--^

TeYBJI StJIEMANJI

UNJHA-^

ISWERBBAI LaLCJTAXD

UPLETA^

Tbybji Suxemanji,

URAN---

SXDHWA & Co.

VADNAGAR-^

Esofalli Mohmsdalt I,

VASAD--^

ISWERBBAl PUKSOTAMDAS KACHHIA.

7^50—

Ravjibhaz Narsibhai Patel.

VERAWAL^

Gnu:)HAR Heme a j & Co,

VIJAPUR--

Syedbbai Kadbebhai.

VIRAMGAM—

ABDXTIJaUSAlB Sauasji

VISNAGAR^

Syedbbai Kadbrbkai.

VYARA---

Abdttlrahaman Nanujan, Vyara, Taptl Railway,.
Khusalbhax ViTEALBKAi, V^usi, Taptx Railway.
Xaixacxcband Ramchand, Vyarai Tapti Raihray..

WADHWAU CITY^--

Rajabalu Mxyabuai.

WADHWAN JUNCTION^

Ahmedallx Jiwaji.

WAGH0RIA--

Gordhakdas Pcrsrotam Pakchal.

WANJCAJSfER'—

Tajbhai Sulbmanji.

YCULLA^

GULAUHnSBN ESUFALLY.

SaMSUDIK iVl^DOOLALLY.

Vjr JLnJSf UULL^OXvi^ xx^o^ jl

XXI XJ-lX^XXXi

Cement Stockists in C. P.

AKOLA-^

Abdxjlali Bodalbhoy & Sons, Caatiactors,
Abdulaxi Mamuji, MerchaxLt.

Dawoodbhai Kaderbhai, Merchant.

JiWAji IsMAiLji, Merchant.

AMRAOTI^

Abdula Abmbd, Merchant.

Akolawala & Bros., T E., Contractors.
Pbbrmahombd Noormabomed, Merchant.
ANJANGAON-^

Kamrudin Kadibhoy & Co.

ARVI—

Gulamali Rasxjlji, General IMerchaiit.

The Hind Stores

BERAR-^

Abduiali Mamuji Akolawala
Gulabchand Mansurlal & Co
JBHANDARA—

Abhyankar, G V., General Merchant
Tayabali Kamrxtddin & Sons, General Merchants
BHOPAL—

Nanai alal Bindravandas

BILASPUR—

Ehsanhussain Mulla Abdulhussain, Sadar Bazar.
Ibrahim ji Moosaji, Merchant.

Mohammadali Adamji, Merchant, Sadar Bazar.
BURHANPUR—

Ganpat Ramji Tare, Iron Merchant.

BURWAHA^

Esufalli Ganibhai.

CHAMPA—

i Haji Hamadhussain Kasam, Merchant.

CHANDA—

Abdul Husain Mulla Hasanali, General Merchant.
DAMOH—

Kamruddin Abdulrasool
Mulla Murad Ali Mulla Hassanali
DARWAHMOTIBAGH—

Maeomedali Mulla Abdulhussain.

DHAMANGAON—

Salebhoy Esofally, Merchant.

DHAMTARI—

IsAACALi Mulla Faizali, Merchant.

GONDTA —

M4iUrlai« Section

HINGANGHAT-^

Alibbai IlAKXMji, Merchant.

Ebbahimji Mulla Mohombdali, General Merchant & Supplier
Haji RstoiTOLA Allana & Sons, Merchants

INDORE—

Dayabhai Vasanji.

Mulchand Jbthalal Dbsai, Sia Ganj.

Tbk Indian Universal Commercial Co., Maharani Road, Siyaganj.
ITARSI—

RAISAHEB JUGALKtSHORE & SONS,

JUBBULPORE—

Rattanchand Kanch^dxlal.

StTLLEMANji Ganibhaj, Kamilua Gate.

KAMPTI—

Ganbsbram & Co., R., Contractors.

Ramdhan Pannalal, Merchant.

KATNI—

Mxjlla Ahmedali & Sons, General Merchants
liATOL—

Imranali Hasanai.1, General Merchants*

JCHAMGAON—

Hasanali Jaferji, H. M., Merchant
Husainali Kikabboy, Merchant.

Shrintvas Balkisbanlal, Merchant*

KHANDWA—

Abdul Husain Jiwaji, Merchant.

AbDULALI JiVAJl.

Esoolali Ganibboy & Sons, Merchant .

JiVAji Amiji
Fzdali Akbarau.

EHIRKIA—

Nandram Javerchand.

MAIHAR—

The State Engineer, Maihar State.

MALKAPUR—

Kasamali Mula Kamrudin, Merchant.

MALWA—

Madan Mohan Setiar & Sons.

MEOW— I

Fidakussaxn Allimohmbd.

Madanlal Shivabux.

MURTIZAPUR—

Kamrudin Kadibhoy, Merchant. *

NAGPUR---

Ahsanbussain Abdulali, Abidi Shop, General Mej:phaQt^ Sltabaldi.
Albux, a., General Merchant, Itwaree.

Hasoonji & Sons, K. S. M., General Merchants, Itwaree.

Merdi Baoh Shop, General Merchants (Branches at Itwaree, Sitabaldi,
&Sadar}.

Mohomedbhoy Abdeau, General Merchant, Itwaree.

Mulla Fida Ali Sultan Ali, Itwaree Bazar.

Patel & Co., Hassanpurl Cirejer No. 22.

mJtCbCiUKJC UJ? Xiiii CUJNUlUliJi IJN iJNI>lA.

PENDRA ROAD^

Mohammedhussain Gxtlamali.

PULGAON-^

Asgah Ali M. Tahbrali, General Merchants & Commission Agents,
RAIPUR--

Abdbali ISMAiLji, Sadar Bazar.

Amirali Mulla Muradali, Sadar Bazar.

Gupta, S , Lime Merchant.

Mulla Aii^edjebbhoy^ General Merchant, Bansah Road.
Safbarali Mulla Muradali, Sadar Bazar.

Shamsuddin Mulla Zakiuddin, Sadar Bazar

RAJNANDGAON^

Hasanali Fakhruddin, I^Ierchant

REWA—

Mulla Alimohammed Rajab Ali.

SAONER—

Bejnath Surjuprasad, B.O.C. Agent.

SAUGOR—

Kurbanhosain Mulla Abdulali.

Mulla Yousufali Mulla Mohammedali.

SHAADOL—

Mulla Mozafferhosain.

SHEGAON—

Shrinivas Balkishanlal, Merchant.

SINDI—

Abdul Husain Lubimh^ji, Merchant.

SINOR--

Narotam Kuberdas.

TUMSAR—

Gayadin Bindaprasad, Merchant,

Ramlal Rauratan, Merchant

UMRER—

Mahadbo Ramchand, Merchant.

Mehdi Bagh Shop, Merchant

VERORA—

Enaetali Vahedali, Merchant.

WARDHA—

Alibhoy Adamji, Merchant.

Aloni, R. N., Propnetor, The Saraswati Stores.

Essaji Nathoobhai, Merchant.

IsBCAiLji ISAji, General Merchant.

Kadarbhoy Rajabali, General Merchant.

Mobomedali Gul ambus AIN, M., General Merchant.*

YEOTMAL—

Deshpande, V, T , Contractor.

Sbrixishan Tormal, Contractor.

Materlfda fttotlon

Cement Stockists in Hyderabad (Deccan)*

HYDERABAD^

Abdui* Samad Abdul Majid, Afzul Ganj,

Jallal Mtsta, Afzul Ganj.

Mohomed Abdul Latiff, Afzul Ganj.

Pbbrmahombd & Co.

Shaikh Abdulla Syed Hussain, Afzul Ganj,

Teekaeam Amaji, D , Afzul Ganj,

Vellore Lingai & Sons, Afzul G^nj.

Vellore Vishvanatham & Co., Afzul Ganj

SECUNDERABAD---

Alladin Sc Sons, Oxford Street.

Bussa Ra-ngaiah, MahaJcali Devi Road,

Chidura Vasudev Kantaia & Co , General Bazar.

Ganji Venkanna & Son, General Bazar.

Garda & Co., B, P., James Street.

Keshavdass Jivandass, MaJtiakali Devi Road.
Peermahomed Sc Co., Oxford Street.

PoGAKU Shankbaia Narayanna, General Baz^r,

Rai«anna Sc Son, K. B., General Bazar.

RamaswamvA Co., A., General Bazar,

Secunderabad Commercial Sc Banking Co.

The Engineering Stores Sc Machinery Agency Co,, Ltd.,
James Street.

Veer ANNA Sivaiah, Y.. Tobacco Bazar.

SHAHABAD {Deccan)---
Shaik Immam.

Cement Stockists in Kashmir*

JAMMU—

Natbkaoas Kabuhai,, Iron Uerc^^ts.
FAiWAi.AK XTAtFAioVAin) Jaimi, IroB Mfrotaaotfl.
Tbb SBMAWAH EKtfmBBIHKO WOlRKS.

i^z AilJi l^UJNUJKJiiii iJNUU&iJX.^ iJN IJNUiA.

Cement Stockists in Madras Presidency.

ANAKAJ^Ai:ll— -

Boggarapu Swamy & SoKS> Merchants.

SELLARY^

Vattam Gopalappa & Bros.

BERHAMPORE—

Ramalingam, W V L N, Agent.

BEZWADA-^

Alapati Ramamurty
Chitturi Peda Pitch^ah Bros.

Gblli KrishnamurtV.

Gundimeda VenkatAchalapathy & Bros.

KANDIPATI jAGANNAYAEOLtr. ^

Sastry, M V., Proprietor. Delta Trading Co.

CALICUT^

M COONMAHOMED & SORS

Madura Co , Lxi? i

COCANADA—

Best & Co. Ltd » . - i

Maiodavilli Ramanna

Maedavilli Sathilingam, Merchants

V S. Narayan, a P. Raju & Co , General Merchants, Bridge RoadL

Penumoodi Venkataratnam Bros

Vadakattu Suryaprakasam, Merchants.^ ' ^

COCHIN— . ,

AMRATL'ai:. PRjiMJI ' - .

Best & Co , Ltd , - . _ , '

Guna Shenoy & Bros A.N.

Hajee Abdul Kader Hajes Jacob
Madura Co , Ltd

COIMBATORE—

Stanes & Co , Ltd , T.

SiDDicR Meakjbe Sait & Sons.

CUDDALORE—

Parry & Co., Ltd
ELLORE— , .

MANDAJ.'A^jBj[f^Bi^SA, Me^rcha^nt. ^ < f

Mothay Krishna j^o, Merchant.

Varada Ramaswamy, Merchant.

GUNTUR—

Batchu Sreeramulu

MADRAS— ~ ■>!> ’ ^ ^ f I* M ' t

Abdojl Hoossain l?EyA;M_4'25p^

Abbot, Shukoor & Bros , No,.*}, ^ , r , , ‘ 1 1 1

Badruddin & Co , A.M., No 20, Lmga Chetty Street,

_ ^est & Co., Ltd.

^OoLAMALLY & Co., A.M., No. 20, Eixablu Chetty Street.
llAesANALLY & Co , A.M., No. 34, Lmga Chetty Street,
fiUssAii^ & Co , M N , No. go, Armenian Street,

Kuppuswamy Naickbr & Sons, No 144. Tnolicane

Material^ Sejotloft

MADRAS—

Mahomsd Ismail & Co

Mabombd Yusuf, B.K, No 21 , Errabalu Chetty Street
Mahomed Yusuf, B K, No 30, Venkatachalla Mudali Street.
Paery & Co., Ltd , ist Line BeacTi.

Raju Chetty, T S, 226, Raaappa Chetty Street
Saifuddin & Co , M., Lmga Chetty Street.

Shaw Wallace & Co., P.O. Box. No. 14.

MADURA—

A & F Harvey,

Rajagopala Iyer, O.K N.

MANGALORE—

Krishna Nayak & Sons, M
Mirzar Annappa Ananxh Pai & Sons

MASULIPATAM—

Annam Brahmanandam & Chitturi Mallikharjanudu.

RA JAMUNDRY—

Bandala China Veeraswamy, Merchants
Miriyala Venkataratnam, Merchants
Nagavarapu Butchi Abbayi, Merchants.
SiNOAMSBTTY PuLLiAH & SoNS, Merchants
Thontbpu Satyanarayana, Merchants.

T Satyanarayanamoorty, Merchant
Vetch a Subba Eao, Merchants.
VuDDAGiRi Satyanarayana, Merchants

SAMALKOT—

Mattapalli Raju Sattyam, Merchants.

TENALI-

Malleswara Stores.

Pbnugonda Nagabhushanam.

TRICHINOPOLY—

Meyya Rowthbr.

The Chief Engineer, S.T Rly. Cp , Ltd
TURNI—

Bandaru Satyanarayana, Merchant,

VIZAGAPATAM—

Kolluru Sbsbaoiri Rao.
Srbbramamurthy, G. K.

Srinivasa Rao, K.

' ‘t I
f 8

> -V f

• . .E

A

r.i ‘ 1 \ «

^ |> I V \
‘ , * I I h.i'i

. J.. ‘1 . ^ LI

. Cement Stockists in Mysore.

" r ' ^ ' ' '

BANGALORE— '

Abdul HakHi V,

Chandambyan Sahib Ss Sons, Bangalore Cantt.

Hajee Abdul Rahiman Sahib & Sons, Bangalore
Sir Haji Ismail Sait, Bangalore, . . , j.

Narayanaswamy & Co., B.V., Bangalore City.

Cantt.

i:)lRECTOEY OF THE CONCRETE INDUSTRY IN INDIA.

MYSORE ^

Bharamiah Dharanapfa^ G.K D.

SuNDRAM Iyer, R.

SATHEPET’^

B. Betti AH, Fertiliser, De,aler & Cominission Agent,

Cement Stockists in N. W. F. P.

ABBOTTABAD---

Mangal Sen & Sons, Bankers.

Hayadas Laemichand, L,

BADDOMALHI^

Beli Ram Ram Chand, Cement Merchants
Munshi Ram Gian Chand, Cement Merchants.
BANNU -^

Basant Ram Raixa Ram, Cement Merchants.
SiMKHAR Dass Bhatia, Cement Merchants.

DERA ISMAIL KHAN^

Bisebn Dass Walabh Dass, Cement Merchants.
Devi Dass Hoturam.

Fateh Cisland Anrada & Sons, Cement Merchants.
Khattar Electrical & General Supply Co, LxOr
KoTXDiCAL Dawarka Dass, Cement Merchants,
NAWASHAHR DOABA-^-

Pardaman Singh Dbceinandan, Iron Merchants.
Matadutt Sukhdial, Iron Merchant,
JPESHAWAR^

B^gatsingh & Sons.

Head Master, Khalsa High School,

Cement Stockists in Persian Gulf.

BAHREIN ^

JusAB Hasam Maxlai, Babrem. ** GanSLpflvU'’ Brand.
HOWEIT--

Matorlala ^aetloiir

Cement Stockists in Punjab.

ABOHAR---

Hazari Lax.l Duni Chand

AHMADGARH--

PwuMAN Mall Kashi Ram, Bankers

A MB ALA CANTT,-^

Bole & Co.? K

Kiddar Nath & Brothers, Saddar Bazar
AMRITSAR^

ICaram Singh Bhagwan Singh, Nimak Mandi.

Maharaja Marble & Cement Works, Outside T-ohgarh Gate*
Mohamed Din & Sons, Trunk Road.

BADON^

Hikmat Ulla Quadart Ullah
Sunder Lall Bal Kishan.

BAHAUDDIN^

Guranditta Mall Sant Ran, Iron Merchants.

BAHAWALPUR—

Kala Ram Kewal Ram, Iron Merchants.

BATAJLA^

Mohd Tufail Hussain Bux, Cement Merchants.
BHIWAm—

Ram Saran Pass Rameswar Dass.

Tiku Ram Mathu Ram

BUREWALA^

Nili Factories Limited.

CHAKDARA^

Khan Mohd. Fahim Khan, Khan of Samkot.

CHAKWAL-^

JoDRSiNGH IsHBRDAS, Iron Merchants.

CHAWIRIDA-^

SoHANLAL Moranlal, Cement Merchants.

CHINTOT-^

Bhagwandas Diwanchand, Iron Merchants.

Booxaram Gopal Dabs, Iron Merchants
CHUHAR^HANA^

Ramsingr Dayalsingh, Iron Merchants.

DELHI---

Bhana Mal Gulzarimal & Co., Chaori Bazar.

Bird ^ Co , Chandni Chowk. (See page 133 ^ 13^}.
Mahabir Fbrshap & Sons.

VERA GBAZIKHAN—

Bhaia^ Mall Toara Chand.

DIREGTORY OF THE CONCRETE INDUSTRY IN INDIA,

J^AZILKA.

Khan Singh Nandaram, Cement Merchants
Ram Partap Gograj.

FEROZEPORE-^ . .

Gondamal & Sons, Iron Merchai^ta
Kirpa Ram Munna Lall.

Mam Chand Kirpa Dayal, Cement Merchants.

GARHDIWALA--

Gujar Mall Ralla Ram, Jaini.

GHORA GALI^

Murree Brewery Co , Ltd,

GOJRA--^

Boota Ram Ramrakha Mall, Iron Merchants
CUJARKHAN-^

Ram Lal & Sons, Iron Merchants
GUJRAT-^

Abdul Aziz Abdul Karim
Abdul Karim Abdul Aziz
Jug AN Nath & Sons, Iron Merchants
GUJRANWALA-^

Dasmal & Brothers, G. R.

Lachmandas Ralia Ram, L, Iron Merchants
GURDASPUR—

Coward AN Das Kidar Nath.

SuKHRAMDAs GoBiNDRAM, General Merchants

GURGAON^

Ghasi Ram Fanna Lall

mSSAR^

Indraj Jainti Pershad

HOSHIARPUR—

Gujarmal Ralla Ram Jaini, Cement Merchants
Ramji Mall Ram Gopal, Iron Merchants
Saini & Co., D.T Cement Merchants.

Sahib Dial Gujarmal, Iron Merchants.

JAGRAON^

IsHERDAS Sawanmal, Iron Merchants.

Melkhiram Khbtaram, Iron Merchants
JAGADHRX—

Ejma Nand Hari Chand

JARANWALA-^

Nathumal Desraj, Iron Merchants.

Ram Naraen Hari Chand, Iron Merchants.

JHANG MAGKIANA^

BBiswAm Das Hukamchand, Iron Merchants.

JHELUM—

Sawansingh Shamsingh, Iron Merchants.

Uttam Singh, Iron Merchants.

JULLUNDUR-^

Prabhdial Shibdial, Iron Merchants
Thakurdas Puranchand, Iron Merchants
Vishudatt Roshanlal, Iron Merchants '

V AT A r

MatoPlals iSeotlon

JCAPURTHALA—

Billumal Melaram, Iron Merchants.

Kishore Chand Azirbun, Iron Merchants.

KARNAL^

Kidar Nath Ram Chander. ^ ,

Tulsi Ram Ram Chander. ' , v ^

KASUR— i

Px. Dina Nath, Cement Merchants.

JKHANNA—

Maghimal Ramnagram, Iron Merchants.

Sree Ram ICans Raj, Iron Merchants '' ^

KHARINDWA^^ ■ . '

Govind Ram Khusi Ram \ J

Jagan Nath Amer Nath.

KOTFATEH-^

Paras Ram Mehar Chand n

LAHORE-^ . I

Bird & Co., Allahabad Bank Buildmg. (See page 132 & '

Boota Ram & Sons, , ^ ,

Mr Gurandittamal, B.A. , . j

IsMALji & Sons - , , , ^ j

Naxjlakha & Co., Brandreth Road. '

Ram Narain Saxyapal, Coal Co. - ' ‘

Sanitary Improvement & Tiles Mfg Co. - ‘ ^

Tarachand, C/o Manaexal j « j

JLALAMUSA-^ ‘ ' .

Abdul Aziz Abdul Karim. " '

LUDHIANA— ’ ' . ' '1

Kundan Lal Brij Bhusham Lall, R.S. r . ^ \

LYALLPUR— 'L j

Barkatram Maijirchand, Iron Merchants. '\i i

Daulat Ram Harbhagwan, Iron Merchants.

Gurandittamal Bhagwandas, Iron Merchants. ' , ^ ,

MALERKOTLA^ ' , ,

PuRANCHAND Kesturilal Jaini, Iron Merchants. 1 \

MARDAN CilNrr.-- ‘ ‘ • t

Nihalchand Balmokund, Iron Merchants. ‘ ,

MIANCHANNU-^ i

Khazansingh Autar Singh, Iron Merchants. '

MIANWALI--^

Kaluram Karamchand, Iron Merchants.

MOGA MANDI-^ ' ■ '

FAgiRCHAND Sat Parkabh, Iron Merchants. ^ ‘ j ' '

Madan Gopal Amrxtlal, Iron Merchants. ’ *

Rjrhiram Munsbiram. ^ ' ' ' > ^ )

MOGALPURA--- ' "

The l^iNciPAL, Maclagan Engineering College.' ' * ■

MONTGOMERY^ ‘ '

Bootaram & Sons, Cement Merchants. -

Natha Sinob, Contractor & Cement Merchant. ^ ' r j ’ '

MULTAN-^

‘Dna* TtaMM .. 1-. ^ V wall i ' M I

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

NABHA—

Bishka Mall Sardha Ram

NAGJNA^

Abdul Rashid Abdul Sam ad

NAN KAN A SAHIB—

Kartarsingh JrwANsiNGH, Cement Merchants
UXTAM SINGH BeAUXSINGH

NAROWAL—

Mohsanali Husain BuXj Cement Merchants
Hohd. Hussain, Cement Merchant*

Nandlal Mohsan Ali, Cement Merchants

NOWSHERA—

Rattanchand Naraindas Abbott, General Merchants.
PALWAL—

Kirori Mall Bhagat Ram.

PANIPAT—

Basso Mall Kashmeri Lall

PATIALA—

Jai Ram Dass Tilak Ram
Pali Ram Dulania.

Parma Nand Chiranji Lall

PATHANKOT—

Mahtabmal Tirlokchand, Iron Merchants
PHAGWARA—

Bakretram Peshawarilal Maundi
Deviditta Mall Munshi Ram
Dev Raj Ram Rakhamal.

Munshiram ICauramal.

Ram Sarandas Kirparam.

PHULARWAN—

De VIDAS Jagan Nath, Iron Merchants
BIND DADAN KHAN—

Hajee Alamdin & Fazalkarem, Cement Merchants.
RAWALPINDI—

Attock Oil Co., Ltd
Ismailji Allibhoy 6c Sons, S
REWARI—

Bhawani Sahat Bishauber Shai

ROHTAK—

Tulsi Ram Nand Lall

SANGRUR—

Mukand Lall Chanan Raai

SARGODHA—

Arjansingh Harichandar Singh, Iron Merchants.
Diwanchand Kauramal, Iron Merchants.
SHEIKHUPVRA—

Balmokand Sohanlala Dharn, Cement Merchants.
Gopalsinqh Amolae Ram, Cement Merchants
SIALKOT—

Dittumal Gobindram, Iron Merchants
Nihalchand Jagan Nath, Iron Merchants.

Punjab Metal Mart.

IVliltdriAla Saotloit

SIMLA^

Faqir Chand, K D
Hari Chand Gian Chand.

Karam Singh Lackman Singh

StTKH Dxad & Co » K.M.

Surjan Mall & Co , P

SIRSA-^

Karni Dan Jor Mall

TALAGANG^

Mohar Singh Jiwan Singh, Cement Merchants

TANDA URMAR-^

Bashbshardas Hansraj, Iron Merchants
TANDA VRMAR--

Gurbar Eam Hurkishanlal, Iron Merchants
Ruua Ram Sant Ram, Iron Merchants

TOBA TEK SINGH^

Ghamsbamdas Tolaram
Thakar Dass Ganga Ram

Cement Stockists in Rajputana £ C. L

ABV ROAD—

Dungersi Vastipal.

ERJNPURA--^

JlWAJBE ESAJI.

RUTLAM^

Hasanally Nazerally.

Mohmbdalli Tysballi.

Ebrahimji Lalabhai.

Nazerally Gulam Hussain, Chandni Chowk
UJJAIN^

SlTLTANALLl TYEBBHAI.

Cement Stockists in the United Provinces

and Oudh.

AGRA—

Bans: Dhar Sumer Chand.

' ‘ • tolREC'miiY OF THE CONCRETE INDUSTRY IN INDIA,

ALIGARH—

Pearby Lall Hab Ballab Bass.

Tbjpal Mangal Sain.

ALLAHABAD—

Abdul Haq, S M. - * '

Mahadbo Prasad Bhagwan Bass, Johnatonganj.

Narain Bass Hans Raj, Lukerganj.

Nooruixa Ghazanfarrulla, Contractors, Nai Basti.

Tbeka Rah & Sons, Canning Road.

AZAMGARH—

Atma Ram Ram Bass, Chowk
Bharat Bas Salig Ram, Khattn Tola.

Bachman Ram Tirbhni Prasad, Chowk.

Ram Bas Sita Ram, Matberganj.

BAH RAICH—

Bansjdbar Matadin, Steelganj.

Barati Miyan Qadir Miyan, Chowk.

Jai Bayal Kashmiri Lal, Chaun Bazar.

ICaram Chand, Contractor.

BALLIA—

Bbbi ]^am Narain Ram, Chowk
Katwaru Bhagat Ganbsh Ram.

Ramyad Girdhari Ram, Chowk
Tuntun Ram Ram Prasad, Chowk.

BALRAMPUR— */ < " - '

ICalyan Singh, Contractor.

BANDA—

Baldbo Prasad Jhari Lal.

BARA BANKI—

Jai Jai Ram Shiv Narain, Chowk.

BAREILLY—

Hatizul Hassan Ahmbddin
Sunder Lall Bal Krisean.

BARHAJ BAZAR—

Kavleshwar Ram Bishwanath Prasad.

BASTI—

Basti Sugar Mills Co., Ltd. -
Ganesh Prasad Ram Lochan Ram.

Sheopaltan Ram Ori Ram.

BENARES—

Gosh & Sons, S. N
Gur Batta, 63, Misserpur.

Mullick & Sons, K. K!., Godhuha.

Mullick & Sons, S C , Godhnha.

Ray, R. N , Contractor, 99, Ramapura. ^ j

SuRESH Chandra Mueerji & Co.,T)a!saawaniedh, Ghat Road.

B VLANDSHAHR—

I-Calli Mall Bahadur Mall.

Ram Pershad Sohan Lall.

CAWNPORE^

Bbvis & Co., H., Bansmandi.

Bird & Co , P, O. Box No. 4. (See page 130 & 13 ^),

A *Pn.4eirk "Mn^n ^ATftlr

Matoriuls Seoilon

CAWNPORE--^

Hari Har & Co., Halsey Road. » ^

Lal Ram Hanuman Das, Nayi Sarak.

Lalta Prasad Sushil Chand, Nayi Sarak.

Kathulal Ramnath.

PuTTi Lal Prag Narain, Nayi Sarak.

Radhkishbn Mannalal, Nayi Saxak ' ' ' '

CHAURl CHAURA-- ’ ' ‘ ,

Baij Nath Ram Jiut Ram.

Narain Das Ghaneshiam Dass.

DBRA-DUN— , ■ , '

Kanshi Ram Phool Chand ’ ' ^

Nahar Singh & Son. ' " ‘ _

mBAi^ . . - ^ '

Ragrunath Dass Nathi Mall.

ETAWAH— ' - , ,

Kanhaiyalal Pbareylal, Nayashfdu: , . ^ , ,

S. D Brothers, Humeganj. , ,

EARRUKHABAD—

Bhagwandas Kanhaiyalal, Kirana Bazar.

Haeiz Noor Mohammed, Katxa. ^ i

Sunder Lal Babu Ram, Kiraaa Bazar '

FATEHGARH-^ ' ' ' ^

Banwari Lal Luxmi Chand, Contractors. ‘ ^

Ratee Ram & Sons, Contractors. ^ ^ ^

FIROZABAD-^ ^ ,

Bhola Natha & Sons. ' ^

FYZABAD-^ . ' ^ , T

Gobri Ram Tulsi Ram.

Pachkauri Krishna Tamoli ^ Co., Chowk.

^ARHMUKTESHWAR^

Bhagwan & Co. , ^

^ONDA^ . .

Rambsbwar Prasad Kishorilal. •

Ratan Lal Matroo Prasad.

Said & Co., H. M.

GORAKHPUR^

Hzra Lal Shaiam Lal, Sahebganj.

•GORAKHPUR-^

JHAKRI Mistry, Near Jama Masjid. «

Onxar Lal Prem Suxb, Near Rly. Station.

Ramxumar Rambskwar. '

Sk. Barxatulla Sbrajul Haq, Sahebganj. ' ^

SiXAL Pbrskad Babu Lal, Sahebganj. ^ \

HARDOI^ • • ’

Kalka Prasad Krishna Kumar, ^ '

HATHRAS-^

Kaloo Ram Amritlal.

Sbth Baoar Mall Kanbza Lall. , , ,

M j rrxTriTTTs

I^IRECTORY OF THE CONCRETE INDUSTRY IN INDIA

JHANSI-^

Abbott Brothers, Contractors
Gopal Das Ram Charak, Bara Bazar
Narain Das Jagan Nath.

KASH1PVR--

Mbhrotra & Co.

KHURJA-^

Ganga Pbrshad, L , Engineer.

Har Pbrshad Ajodhia Pbrshad

LALITPUR^

Haider Husain Mulla Mohd Husain

LAKHIMPUR KHERI-^

Chhotey Lal Babu Lal.

Dwarka Prasad Ram Charan

LUCKNOW-^

Agarwal & Co , Hewett Road
Cool & Co , P , Latouche Road

LUCKNOW---

Garg Engineering Stores, Sn Ram Road

Cyan Chandra & Co , Latouche Road

Martin & Co., i, Shahnajaf Road. (See page 152).

Mathura Rama Brothers, Rama Bhawan Bmldings, Degawan..
Pearey Lal & Sons, latouche Road
Shadi Ram & Sons, Latouche Road.

Shri Ram & Co > Latouche Road.

Singam & Co , Latouche Road.

Tandon Works.

MAHOBA—

PuTTU Lal, General Merchant.

MAINPURI--

AzizuL Rahman, Ra£q Ahmad.

Changi Lal Jain.

MAU JUNCTION—

Ram Govind Sajiwan Lal

MAU-RANIPUR—

Bhawani Prasad Fateh Singh
Debi Das Chaturbhuj,

MEERUT—

British Indian Improvement Corporation.

Bhagwan & Co

MIRZAPUR—

Ganesh Prasad Basant Lal, Duncanganj
Ram Sunder Munder Ram, Mukraiti Bazar.

MORADABAD—

Ganesh 8c Co.

MUTTRA—

Ghasi Ram Ram Narain
Mad an Mohan Jangal Kiseore.

MUZAFFARNAGAR— ' "

Bhagwan & Co.

NANPARA—

IVIaUHaI* Section

A WABGAN J^ONDA-^

Ganesh Ram Jagan Nati^ Prasad.

Ram Prasad Lalla 1^.

BARTABGARH—’

Beni Ram Babu Lal.

JPILIBHIT---

Hafizul Hassan Ahmbddin^

BASRA—

Haji Mohd. Tahir Abdul Razzaq.

Kishen Ram Jhangoor Ram.

BAHARANPUR—

Moolraj Benarsi Bass.

SHAHJAHANPUR—

Ahmedi & Co.

Mohd. Naim Khan & Sons.

SITAPUR—

Chandra Bhal, Contractor, C/o Gaun Shankar HarUal,
TuLsi Ram Lalta Prasad,

BULTANPUR—

Gauri Shankar Nageshwar Prasad,

TAHSIL DEORIA—

IsHWAR Das Shadi Ram,

Phulchand Ram Butan Ram,

Colouring Materials & Dyes.

BOMBAY—

Jambs Hogan, iGg, Sassoon Docks, Colaba.

Kiluck Nixon & Co., Import & Agency Department, Home Street, Fort
(See page X4S).

National Concrete Produots Manufacturing Co., 20, Mody Building
Ghatkopar,

William Jacks & Co., Neville House, Ballajsd Estate, (See page 161)
CALCUTTA—

Aminchand Mehra & Sons, 34, Armenian Street, Post Box No, 2097
Calcutta.

Paint Colour & Varnish Co., Ltd., P. O. Bo* 68. (See

page 153)

DELHI—

ViUtMA & Co., B. L., Burn Bastion Road, Delhi.

DOWLBSWAHAM—

Gbnbral Tradiho Companv, Godavery DlsMot.

KARACHI— T. \tr

* Mosaic Marbuts Works, P. O; Bo* Ro. tio.

J , DII^prORY OF THE CONCRETE XJNUUbiRy IN INDIA.

Jointing Materials for Expansion Joints.

BOMBAY---

Ellkrm4jt*s Ariiacan Rice Trading &■ Co., Ltd., Impenal Chambers^
BaJlard Estate (See pages 137 & 13S).

HARDCi^TXE Waud & Co , Ltd , AUce Building, Homby Road.
CALCUTTA^

ELLERi^tWT's Arracan RtCE & TRADING Co , Ltd., 26, Dalhousie Square^
(See pages 137 & 138)

Mould Oil, Manufacturers & Agents.

BOMBAY—

Hardca 8 Ti:.e, Waud & Co , Ltd., Ahce Building, Homby Road.

Killick IfixoN & Co., Agents. Silvertown Lubricants (India) Ltd.,.
Home Street, Fort.

Vacuum Qh. Company, Nicol Road, Ballard Estate.

CALCUTTA-^

Ramackbrs & Co , Ltd , 7, Old Court House Street, Post Box No 507.

Proofers and Hardeners.

BOMBAY—

1 ELLXRMAit's Arracan Rice & TRAbiNG Co., Ltd., Imperial. Chambers,.

BaUaid Estate. (See pages 137 & 138). J

' Heatly & Gresham Limited, 9, Forbes Street, Fort. (See page 141)
Jessof & Co Ltd , Hamilton House, Graham Road, Ballard Estate.
Marsland P^cb & Co., Ltd., iphoemx: Budding, Sprott Road, Ballard '
Estate * ^

National Concrete Products Manufacturing^ Co , 26, Mody Build-
ing, Ghatkopar ' '

William Jacks & Co , Neville House, Ballard Estate (See page 161).

CALCUTTA— j, ' i .

Burn & Co , Ltd , Homah

Ellerman's Arracan Rice & Tracing Co , Ltd., 26, Dalhousie Squardi'^
(See pages 137 ’Sc f 38). - ^ .

Heatly & Gresham, Limited, 6, Waterloo Street, (See page 141).
Ramackers A.Cq., Ltd,, 71 Old, Court House Btreot,/ Post Bpx. No. 307*

Materials^ 8^ otion

L ’ r

Reinforcement Manufacturers & Suppliers*

BANGALORE-^

Dbar, T.W , P O. Box. No. 75, 3, Millers Road
BOMBA y—

Ellerman's Abragan Rice & Trading Co., Ltd., Imperial Chambers^
Baaiard Estate. (See j^ges 137 ^ ^ 33 )*

Geo. Service & Co., Sohrab House, Homby Road, (See page 141},
Heatly & Gresham Limited, 9, Forb^ Street

BROACH^

Rangwalla Allihitssbin Moola Esdfalli t

Sbarafalt Abdul Kayum Rangwala & Sons.

BHUSAVAL---

IsMAjLji Gulam Hussain
Mahombdali Ali Bhai.

CALCUTTA—

Burn & Co., Ltd., Howxah.

Ellbrman's Arragan Rice & Trading Co., Ltd., 26, Dalbousie Square
(See pages 137 & 138).

Heatly & Gresham Limited, 6, Waterloo Street. (See page 141).
Jessop & Co., Limited, 93, Clive Street
WILLIAM Jacks & Co. (See page 161)

DHULIA—

Abdul Kayum Kamruddin, Agra Road
Kayoom, H.A., Agra Road.

Valliji Mahamaqasxi, Agra Road.

GODHRA—

Haji Hassanally Abdulally,

VoRA Esufally Badrudin & Bros

JALGAON—

Fajdehusaxn Mohambdally
Fidaaly Akbaraly.
iNAYAT Hussain Kamruddin.

ICHANLWA—

Abdul Hussain Jivaji.

Abdulalx JXVAJl.

Esoopally Ganxbhoy.

Jivaji Amiji.

WiLM^ Jacks & Co., so. Second Line Beach. (See page 161},

M A LEG AON—

Akbarally Hyderally, Malegaon City, Via Manmad, G.T.P, Rly.
NASIK CITY—

Kikabboy Abdoolally,

Mahomed Bhai Esufally, 1003, Main Road.

Nbptulla Habibulla, Government Supplier
RUTLAM—

Ebrahiikui Kalabhai, Chandni Chowk.

Nazbrally Gulam Hussain, Chandni Chowk.

JJlKtClUKy UJt* IJtlil IJNJJUblRY iN INDIA,

Timber for Forms and Shuttering Suppliers.

BOMBAY^

Furdoonji KhuAsedji Mody <& Sons, Reay Road, Tank Bunder.
Gilder, A,D D., Gazdar Mansion, Princess Street,

Harjbs Bhawan & Son, Matunga.

McKenzies, Limited, Sewn.

Pestonji Jamshedji & Co , Reay Road, Tank Bunder,

CALCUTTA—

Ellbrman's Arracan Rice & Trading Co , Ltd., 26 Dalhousie Square
(See pages 137 <& 136).

Jessop & Co , Ltd., 93, Clive Street.

Mansfield & Sons, iC, Tangra Road.

Shaw Wallace & Co., 4, Banksliall Street,

SYLHBT^

Samabaya Engineering Works.

MACHINERY SECTION

Bar Bending Machines & Cutters.

SANCALORE^

Dear, T. W., P. O. Box No. 75, 3, Millers Road.

BOMBA y—

Macbbth Brqthbrs & Co . Ltd , Kodak House, Fort. (Soo page 151).
Millars' Timber & Trading Co , Ltd , Commerce House, Ballard
Estate. (See pages 154 & 135).

CALCUTTA-^

Alfred Herbert (India) Ltd , 13, British Indian Street.

Simplex Concrete Piles (India) Ltd., 8, Strand Road. (See page 159)..
EARACHT^

Karachi Mosaic Marbljte Works, P. 0 . Box No. 210.

MADRAS—

William Jacks & Co„ 20, Second Line Beach. (Seo page i6i).

Block, Slab & Brick Making Machines.

BAmALORE^

Dear, T. W., Post Box No. 75, 3, MUto Roftd.

BOMBA y—

Ellbrman^S Area can Bior & Trading Cp., Ltd., Imperial Chambers,
J allard Rstate. (See pages i ^7 & 138).

Giacomo J uckbr, Mubarak Manzil, Apollg Street.

J AMBS Hogan, 169, Saesooa Pocks, Colaba.

OHN Fowler A Co. (India) Ltd , Fowler Building, Goa Street,

Karim & Co., H, Am Plot No. ir8, First Road, P.O. Khar.

Killick Nixon & Co., Import & Agency Department, Home Street,
(Seerwfe 148.)

Macbeth Bros. & Co.. Ltd., Kodak House, Fort. (Seo page 151).
McKenzies Limxtbd, Sewri.

Millars* Timber fit Trading Co , Ltp., Commerce House, Ballard Estate,!
(See pages is4 St ins).

National Concrete PROOVcrpMANPrAnTO ring Co., 20, Mody Building,
Chatkopar. * ^

Salsigcioni, Ltd.. L. B., 48, Custom Houstf Road.

Volkart Brothers, Ballard Bstgts.

CALCUTTA—

Burn & Co., Ltd., Howrah.

Ellrrman^b Ajuiacan Rice & Traping Co., Ltd., 36, Palhousie Square.
Martin St Co., 0 4 7i Clive Street (Rw page 152),

Salsiccioki jUiMiTED, L, E„ Graham's Building, 9, Give Street (Soo
pages 134 * 155 )-

KARACHI- ^ ^ „

Karachi Mosaic Marblite WorRs, p. O.^Dox No. 210.

MADRAS — ^ ^

Marshall Sons ft Co. (India) Ltd., P.'ft.'Box 141.

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

Crushers.

BANGALORE-^ v

Dear, T W . P O. Box No 75. 3, Millers Road.

BOMBA y—

Brady & Co , Ltd , W H , Churcli Gate Street.

Giacomo Jucker, Mubarak Maiizil, Apollo Street.

Macbeth Bros & Co , Ltd , Kodak House, Fort. (See page 151).
Millars’ Timber & Trading Co , Ltd , Commerce House, Ballard
Estate (See, pages 154 & 155) >

CALCUTTA--

Burn & Go., Ltd , Howrah

Heatly & Gresham, Limited, 6, Waterloo Street. (See page 141).
Jessop & Co , Ltd . 93, Clive Street.

Martin & Co , 6 & 7, Chve Street. (Seepage 152).

KARACHI^

Karachi Mosaic Marblite Works, P. O Box 210.

MADRAS^—

Marshall, Sons & Co. (India) Ltd , P O Box 141.

William Jacks & Co , 20, Second line Beach. (See page i6r).

Distributing Machinery.

BOMBAY—

Brady & Co , Ltd , W H , Church Gate Street.

Giacomo Tucker, Mubarak Manzil, AppUo Street,

JMacbeth Bros. & Co , Ltd., Kodak House, Fort. (See page 151).
Miliars' Timber & Trading Co , Ltd , Commerce House, Ballard
Estate (See pages 137 & 138).

CALCUTTA—

Burn & Co , Ltd , Ho-wrah.

Martin & Co , 6 & 7, Chve Street. (See page 150),
KARACHI—

Karachi Mosaic Marblite Works, P. O. Box No. 210.

Forms & Shuttering (Patents).

BOMBAY—

James Hogan, 169, Sassoon Docks, Colaba.

CALCUTTA—

Burn & Co., Ltd,, Howrah.

Tvocn-n Jtr Cn T -m Plitr® Q+«»|.

Machinery Section

Kerb Making Machines.

BANGALORE—

Dear, T. W., P, O, Box No. 75, 3, MlUera Road
BOMBAY^

Killick Nixon & Co., Import & Agency Department, Home Street.

(See pago 148).

Millars’ Timber & Trading Co., Ltd., Commerce House, Ballard Estate,
(See pages 154 & 155).

KARACHI--

Karachi Mosaic Marblite Works, P. O. Box No. 210,

Mixers-

BANGALORE—

Dear, T. W., P. O. Box No 75, 3, Millers Road.

BOMBAY—

Duondv & Co , K. S , Opposite BycuUa Station, BycuUa.

James Hogan, 169, Sassoon Docks, Colaba

JBSSOP ft Co , Ltd., Hamilton House, Graham Road, Ballard Estate.
John Fowler ft Co. (India) Ltd., Fowler Building, Goa Street,
Macbeth Bros, ft Co , Ltd., Kodak House, Fort. (See page 151).
LIillars' Timber & Trading Co., Ltd., Commerce House, Be^rd Estate.
(See pages X54 ft 155).

National Concrete Products Manufacturing Co., 20, Mody Building,
Ghatkopor.

Salsiccioni, Ltd., L. £., 48, Custom House Road.

CALCVTTA—

Burn ft Co., Ltd., Howrah.

Hbatly ft Gresham, Ltd,, 6 , Waterloo Street. (See page 141 ).

John King ft Co., Ltd,, Victoria Engine Works, Howrah.

Martin ft Co., 6 ft 7, Clive Street, (See pago I52)'

Parry's Enqineering Limited, P. 0 . Box 208.

Rolfe & Co., H., 8, Dalhouaie Square.

SALSXcaoNi, Ltd., L. £., 9, Clive Street.

KARACHI—

Karachi Mosaic Marblite Works, P. O. Box No 2zo.

MADRAS—

Marshall, Sons ft Co. (India) Ltd., P. O. Box 141,

William Jacks ft Co., 20, Second Line Beach. (See page i6x}.

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA.

Moulds.

BANGALORE--

Deak, T- W., P. O. Box No. 75, 3» Millers Road.

BOMBAY—

Killick Nixon & Co., Import & Agency Department, Home Street, Fort,
(See page 148)

Millars' Timber & Trading Co , Ltd , Commerce House, Ballard Estate.
(See pages 154 & 155)

National Concrete Products IManufacturing Co , 20, Mody Building,
Ghatkopar.

Richardson & Cruddas, Byculla.

CALCUTTA—

Martin & Co., Contract Department, 6 & 7, Clive Street. (See
page X52).

KARACHI—

Karachi Mosaic Marblitb Works, P. O. Box No. 210.

Pfling Plant.

BOMBAY—

Jessop ft Co , Ltd., Hamilton House. Craham Road, Ballard Estate.
Macbeth Bros, ft Co Ltd , Kodak House, Fort. (Seepage 151)
Millars' Timber ft Trading Co., Ltd , Commerce House, Ballard Estate..
(Seepages 154 & 155).

CALCUTTA—

j ESsop ft Co , Ltd., 93, Clive Street. Calcutta.

OHN King ft Co., Ltd , Victoria Engine Works, Howrah,

Pipe Making Machines & Moulds-

BANGALOBE—

Dear, T. W., P. O. Box No. 75, 3, Millers Road.

BOMBA Y—

James Hogan, 169, Sassoon Docks. Colaba.

Killick Nixon ft Co., Import ft Agency Department. Home Street.
(Seepage 148).

Millars’ TijiiBER & Trading Co , I.td., Commeice House, Ballard Estate^
(See pages 154 ft is^)

National Concrete Products Manufacturing Co., Ghatkopar.
CALCUTTA—

Balmer Lawtub ft Co , Ltd , 103 CL\e Street. (?ee pages 131 ft 132).
KARACHI—

T/' . n . — I*- -Tk rt.

Maoht^e^ GJ^otlon

/f/'

Polishing Machines* JJ

- '

o.

BOMBAY---

Macbeth Brothers & Co , Ltd , Kodak House, Fort*
Mitra & Co., S , 210, Girgaum Road
Salsiccioni, Ltd , L. K., 48, Custom Houso Road.

CALCUTTA^

SALSicaoKi, Ltd., L. E., 9, Clive Street.

(See page 151),

\

KABACHI—

KARAcm Mosaic I^Iarblite Worics, P O Box No. 210

Roads Concrete, Plant & Machinery.

BANGALORE—

Dear, T. W , P. O. Box No. 75, 3, Millers Road
BOMBAY—

Brady & Co., Ltd., W H , Church Gate Street.

Heatly & Gresham, Limited, 9, Forbes Street, Fort. (See page 141).

J Bssop & Co., Ltd., Hamilton House, Graham Road. Ballard Estate.
OHN Fowler & Co. (India) Ltd., Fowler Building, Goa Street.

* Macbeth Bros. & Co., Ltd., Kodak House, Fort. (Sco pago 151).
Millars’ Timber & Trading Co., Ltd., Commerce House, Ballard Estate.
(See pages 137 & 138.)

CALCUTTA—

Balmer Lawrie & Co , Ltd., 103, Clive Street. (See pages 139 & 132).
Hbatly & Gresham, Limited, 6, Waterloo Street. (See page 141).
jEssop Sc , Co., Ltd., 93, Clive Street.

MADRAS—

Marshall, Sons & Co. (India) Ltd., P. O. Box No. X4X.

Screening Plant.

BANGALORE—

Dear, T. W„ P. O. Box No. 75, 3, MUlers Road.

BOMBAY—
Jbssof a Co,

Ltd., Hamilton House, Graham Road, Ballard Estate,

SdlACBSTK Bros. A Co., Ltd., Kodak House, Fort (See page 1:41^

Commioxe Houso, Ballard Estate,

Millars* Timber & Trading Co., Ltd.

(See pages 137 & JtSS).

CALCUTTA—

Heatly A Gresham, Limited, 6 , Waterloo Street.
Jesbop a Co., Ltd., 93, Clive Street.

MARTIN A Co., 6 & 7, Clive Street, (See page 152).

(See page X41).

KARACHI—

Karachi Mosaic Marblitb Works, P. O. Bdx Ne. 2x0.

Tampers

BANGALORE-^

Dear, T. W., P. O. Box No 75, 3, Millers Road
BOMBAY--

Jambs Hogan, X69, Sassoon Docks, Colaba.

Kzllick Nixon & Co., Import & Agency Department, Home Street, Fort,
(See page r^8)

Millars' Toibbr & Trading Co., Ltd., Commerce House, Ballard Estate^
(See pages 137 & 138)

CALCUTTA-—

Balmbr Lawrie & Co., Ltd., 103, Clive Street (See pages 131 & I32)v

Testing Plant & Apparatus.

BOMBAY—

Brady & Co , Ltd., W H , Churcli Gate Street
SovANi, S, V., 257, Gargaum Road.

VoLEART Brothers, Ballard Estate
LUCKNOW—

Datta, a. E , Latouche Road.

Tile Making Machines.

BANGALORE—

Dear, T. W , P. 0 Box No 75, 3, Millers Road.

BOMBAY—

Tames Hogan, 169, Sassoon Docks, Colaba

Kn . T . m g Nixon & Co , Import & Agency Department, Home Street, Fort-
(See page 148)

Mili^ Timber & Trading Co., Ltd , Commerce House, Ballard Estate-
(Seepages 137 & 138).

Salszccioni, Ltd , L. E., 48, Custom House Road
VoLKART Brothers, Ballard Estate.

CALCUTTA—

Burn & Co , Ltd , Howrah.

Bno E' & Co , H., 8, Dalhonsie Square.

SAUicaoNi, Ltd , L. E., 9, CIivo Street.

Machinery Section

KARACHI-^

Kajiachi Mosaic

Marbute Works, P O Box No

210 .

MADRAS^

Marshall, Sons & Co (India) Ltd , P. O. Box No 141,
William Jacks & Co., 20, Second Line Beach. (See page t6i).

PURULIA--

White, E. B. D , Punilia, B.N. Ely., Manbhum.

Washers for Sand & Aggregate.

BANGALORE^

Dear, T. W., P, O. Box No. 75, 3, Millers Road.

BOMBA y—

Giacomo Jucker, Mubarak Manzil, Apollo Street.

Glbnfield & Kennedy, Limited, Phconlx Building, Ballard Estate,
Macbeth Bros. & Co., Ltd , Kodak House, Fort. (See page 15 1).

CALCUTTA^

Glenfield & Kennedy. Ltd,, Fairlie House. Folrlie Place,
MADRAS^

Glbnfield & Kennedy, Ltd., Post Box No. 37,

DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA

CEMENT PRODUCTS SECTION.

Asbestos-Cement Products.

BOMBAY^

Ej.lerman's Arracvn Rtg£ & Trading Co , Ltd., Imperial Chambeis^
Ballard Eitate. (See pages 137 &

Tessop & Co , Ltd , Hamilton House, Graham Road, Ballard Estate.
MACBETH Bros & Co , Ltd , Kodak House, Fort. (See page 151).
Salsiccioni, Ltd , L. E , 48, Custom House Road.

CALCUTTA—

Burn & Co , Ltd , Howrah.

Ellerman's Arracan Rice & Trading Co„ Ltd , 26, Dalhousie Square
(See pages 137 & 13^

jHssop & Co , Ltd , 93, Clive Street. '

Salsiccioni, L E , Ltd., 9, Clive Street.

Blocks & Slabs.

BANGALORE—

Dear, T W , P O Box 75, 3, Millers Road.

Railway & General Engineering Co., Ltd., P, O. Box No. 63, (Also at
Tnchmopoly & Counbatore) (See page 157).

BOMBAY—

Bharat Flooring Tiles Co , 20, Apollo Street, Fort.

Ferro-Concrete Construction Co , •‘Gul0s;tan,”-6, Napier Road, Fort-
Gammon Ltd , J C , Stronach House, B^ard EstsAe , (See page 139).
Indian Hume Pipe Co , Ltd , Phoemx Buildmg, BaHard Estate
page 143 )

James Hogan, 169, Sassoon Docks, Colaba.

POY Brothers, Kalbadevi Road. (See page 156)

Salsiccioni, Ltd , L E , 48, Custom House Road.

Simplex Concrete Works, *' Tankerville/^ Gowalia Tank Road
CALCUTTA—

Bird & Co , Managing Agents, The Indian Patent Stone Co , Ltd.,
Chartered Bank Building. (See page 133).

Rolfe & Co., H , 8, Dalhousie ^uare.

Salsiccioni, Ltd , L E.^ 9, dive Street.

u’vnr^'D A r> Ar\ icrxrrw

Q 6 fnent t*roauw«a ovumwi*

Bricks.

ABU BOAD {BAJPUTANA)-^

B.B & C I. lu-Y. Depot.

BANGALORE---

Railway & Gbot:ral Engineering Co., Ltd., P, O. 33 ox 63, (Also at
Trichinopoly & Coimbatore). (See page 157).

BOMBAY—

Ferro-Concrete Construction Co , “Gulcstan/' 6, Napier Road, Fort.
James Hogan, 169, Sassoon Docks, Colaba.

CALCUTTA—

Bird & Co., Kanaging Agents, The Indian Patent Stone Co., Ltd.,
Chartered Bank Building. (Sec page 13))

Trades Advertising Company, iB, Swallow Lane.

RAJAHMUNDRY [S, JINDIA)—

Indian Cement Concrete Co

Cable Covers.

BANGALORE—

Railway & General Engineering Co., Ltd , P. O. Box 63, (Also at
Trichinopoly & Coimbatore). (See page 157).

BOMBAY—

Ferro Concrete Construction Co., "Gulestan/* 6, Napier Road, Fort.
Gammon, Ltd., J. C., Stionach House, Ballard Estate. (See page 139).

Cast Stone.

BANGALORE—

Railway ft General Engineering Co.. Ltd., P. 0 , Box 63. (Also at
TVio&hetopoly ft Coimbatore). (See page 137),

BOMBAY—

Indian Hume Fife Co., Ltd,, Phoenix Building, Ballard Estate.
(See page 143).

SALSicaoNi, Ltd., L. £., 48, Custom House Road.

CALCUTTA—

Bird ft Co., Managing Agents . The Indian Patent Stone Co., Ltd.,
Chartered Bank Building. (See page 133).

Salsicgioni, Ltd., L. £., 9. CUve Stteet.

JDELm—

j>Fj.xvxii^XL>JXi: Uii iJrlJti L/L>JNUJbUiiii INDUbiJX)^ iJN XJNDIA-

Farm Requisites.

BANGALORE-^

Railway & Gbnbral Engineering Co , Ltp. , P. O. Boot 63 (Also
at Tnchinopoly and Coimbatore) (See page 157).

BOMBAY—

Fbrro-Concrete Construction Co , " Gulestan," 6 , Napier Road, Fort.
Indian Hume Pipe Co,, Ltd., Phoenix Building, Ballard Estate.
(See page 143)

LUDHIANA—

Dusaje Raghunath Das, 1332, Wattgunj (Punjab).

Garden Ornaments and Furniture.

BANGALORE—

I>EAR, T W . P, O Box No 73, 1-3, Millers Road.

Railway & General Engineering Co , Ltd , P O. Box 63. (Also at
Tnchmopoly & Coimbatore ) (See page 157).

BOMBA y—

Ferro-Concrete Construction Co , “ Gulestaji,*'6, Napier Road, Fort.
Simplex Concrete Works, Tanker ville,*' Gowalia Tank Road.
CALCUTTA—

Bird & Co , Managing Agents, The Indian Patent Stone Co., Ltd.,
Chartered Bank Buildmg (See page 133).

LUDHIANA—

Dusaje Raghunath Das, 1332, Wattgunj (Punjab).

Glazed Products.

Ferro-ConcreteConstruction Co , " Gulestan/' 6, Napier Road, Fort.
National Concrete Products Manufacturing Co., 20, Mody Build-
ing, Ghatkopax

Salsiccioni, Ltd , L. E , 48, Custom House Road.

CALCUTTA—

Salsiccioni, Ltd., L. E , 9, Chve Street »

DELHI—

Varma & Co., B. L , Bum Bastion Road.

LAHORE—

Punjab Tmt Mapt Ma/«iAnra.^ *

Cament Produota seotlon.

Gutters and Water Tables.

BANGALORE^

Railway & General Engineering Co., Ltd , P O. Box No. 63. (Also
at Triohinopoly & Coimbatore.) (See page 157).

BOMBAY^

Ferro-Concrete Construction Co , " Gulestan/* 6, Napier Road,
Fort

CALCUTTA-^

Bird & Co., Managing Agents, The Indian Patent Stone C©., Ltd.,
Chartered Bank Building. (See page 133).

Kerbs & Channels.

BANGALORE^

Railway & General Engineering Co , Ltd , P. 0 . Box 63. (Also at
Trichinopoly & Coimbatore.) (See page 157).

BOMBAY-^

Ferro-Concrete Construction Co., " Gulestan/' 6, Napier Road,
Fort.

Indian Hume Pipe Co., Ltd , Phoenix Building, Ballard Estate.
(See page 143).

CALCUTTA—

Bird & Co., Managing Agents, The Indian Patent Stone Co., Ltd.,
Chartered Bank Building. (See page 133).

LUDHIANA—

Dusaje Raghdnath Dab, 133a, Wattgunj (Punjab).

Manholes.

BANGALORE—

Railway & General Engineering Co., Ltd., P. O. Box No, 63. (Also at-
Trichinopoly and Coimbatore). (See page 157).

BOMBAY—

Ferro-Concrete Construction CJo., '' Gulostan,'' 6, Napier Rond.
Fort,

LUDHIANA—

TItTOATV 19 A4^TlTTWA<l*tV Tl A S XXrM4.4.M.M4 rD«.rtlAK\

DIBECTORY OF THE CONCKETE INDUSTRY IN INDIA.

PUes.

ABU ROAD mAjPUTANA)-^

B. B. & C. I. Rly. Depot
BANGALORE—

Railway & General Engineering Co., Ltd., P. O. Box No. 63. (Also
at Trichinopoly & Coimbatore). (See page 157).

BOMBAY--

Gammon, Ltd., J C., Sti-onach House, Ballard Estate. (See page 137).

CALCUTTA— ^ ^

Bird & Co , Managing Agents, The Indian Patent Stone Co., Ltd.,
Chartered Bank Building. (See page 133)*

Jessop & Co., Ltd , 93, Chve Street

John King & Co , Ltd , Victoria Engine Works, Howrah.

Simplex Concrete Piles (India) Ltd., 8, Strand Road. (See page 159)»

JIIANSJ—

Abbott Brothers (U P )

Pipes and Sewers.

ABU ROAD (RAJPUT ANA)—

B. B. & C. I. Rly. Depot.

BANGALORE— ^ ^ ...

Railway & General ENGiNBEiaNO Co., Ltd., P. O. Box No. 63. (Also
at Trichinopoly & Coimbatore). (See page 157).

BOMBAY— . .r.

Gammon, Ltd., T. C , Stronach House, Ballard Estote. (Sw
Indian Hume Rpe Co., Ltd,, Phmmx Building, Ballard Estate*
(See page 143).

Tames Hogan, 169, Sassoon Docks, Colaba , .r^ „ ^

Jessop St Co , Ltd , Hamilton House, Graham Road, Ballard Estate.
National Concrete ProdtjctsManutaCToring Co., 20, Mody Buildings,
Ghatkopar,

CALCUTTA— _ ^ T

Bird & Co., Managing Agents, The Indian Patent Stone Co., ltd..
Chartered Bank Building. (See page 133)-
Jessop & Co , Ltd., 93, Clive Street,

HYDERABAD {DECCANl
Drainage Engineer H

:vi}ERABAD City, Dtainage Works.

JHANSI—

Abbott Brothers (U. F.)

f:r7rTT7jn7?aAnjn —

Oemont Products 8sotloi>'

Posts and Poles.

ABU TiOAiy {RAJPUT AliA)^

B B. & C. I Rly Depot.

AHMED

Maneklal Tarachand, Dhobi Ghat.

BANGALORE— ‘

Railway & General Engineering Co.* Ltd., P, O, Box 63. (Also at
Trlchinopoly & Coimbatore). (See page 157).

BOMBAY-^

Ferro-Concrete Construction Co., "Gulestan,” 6 , Napier Road, Fort*
Gammon. Ltd., J C., Stronnch House, Ballard Estate. (See page 139).
Indian Hume Pips Co., Ltd., Phoenix Building, Ballard Estate.

(See page 143)

CALCUTTA—

Bird & Co., Managing Agents, The Indian Patent Stone Co„ Ltd,,
Chartered Bank Building. (See page 133).

JHANSl—

Abbott Brothers (U. P.)

LUDHIANA—

Dusajs Raohunath Das, 1332, Wattgunj (Punjab),

RA JAHMUNDRY INDIA)—

Indian CsMSirr Concrltu Co

Roof Gutters.

BANGALORE—

Railway & General Engineering Co., Ltd., P. O. Box No, 63, (Also
at Trlchinopoly & Coimbatore) (See page i ^7),

BOMBA Y—

Ferro-Concrete Construction Co., "Culestan," 6, Napier Road, Fort*

Sleepers (Railway).

BANGALORE—

Railway & General Ekoikkerimg Co., Ltd„P. O. Box ^3. (Also at
Trlchinopoly & Coimtaton). page 157).

BOMBA y—

Gammon, Ltd., J. C., Stronaoh Houac, Ballard Estate. (See page 139),
CALCUTTA —

Bird h Co„ MANAOiNn Agents, The Indian Patent Stone Co.i Ltd,,
Chartered Bank Building page 133)^

CUTTACK—

' DIRECTORY OF THE CONCRETE INDUSTRY IN INDIA. !

Staircases.

BANGALORE-^

Railway & General Engineering Co , Ltd., P. O Box 63. (Also at
Ttichinopoly & Coimbatore) (See page 157).

BOMBAY^

Ferro-Concrete Construction Co., ** Gulestan,” 6, Napier Road, Fort.

Tanks and Troughs.

SANGALORE^

Railway & General Engineering Co , Ltd., P. O Box 63. (Also at
Tncbinopoly and Coimbatore). (See page X57).

BOMBAY

Ferro-Concrete Construction Co , *'Gulbstan,” 6 , Napier Road, Fort.
Gammon, Ltd , J C , Stronach House, Ballard Estate. (See page 139).
Indian Hume Pipe Co., Ltd , Phoamx Building, Ballard Estate
CALCUTTA^

Jessop & Co , Ltd., 93, Cbve Street.

DELHI—

Varma & Co , B L , Bum Bastion Road.

JHANSI—

Abbott Brothers (U. P )

LUDHIANA—

Dusaje Raghunath Das, 1332, Wattgunj (Punjab).

RAJAHMUNDRY {S INDIA)—

The Indian Cement Concrete Co

Tiles (Flooring).

ABU ROAD—

B. B. & C L Rly. Depot

Cement Products Section

AMRITSAR—

Sanitary & Improvement Tile Manufacturing Co , Hall Gate.
BAmALORE—

Railway & General Engineering Co , Ltd., P. O. Box No 63.

BOMBA y—

Bharat Flooring Tiles Co , 20. Apollo Street.

Garlick & Co , Jacob Circle

Hindustan Construction Co , Ltd , Phoemx Building, Ballard Estate,
Mawson Vernon Co, Ltd., Vulcan House, Nicol Road, Baiaid
Estate

National Concrete Products Manufacturing Co,, 20, Mody Building,

Ghatkopar.

PoY Brothers, Kalbadcvi Road (See page 1 56).

Ramchoddas & Co , Sandhurst Road
Salsiccioni, Ltd., L E , 48, Custom House Road.

Sizing Materials Co , Ltd,, Ismail Buildings, Hornby Road, Fort.
CALCUTTA—

Bird & Co , Managing Agents, The Indian Patent Stone Co., Ltd,^
Chartered Bank Building
Salsiccioni, Ltd , L E , 9, Clive Street

DELHI’--

Delhi Potteries, Ltd., Safdargunj
Varma & Co , B L , Burn Bastion Road.

HYDERABAD {DECCAN)—

Reliance Cement Tile Works, Hughes Town.

KARACHI—

Karachi Mosaic Marblite Works, P. O. Box No 210.

LAHORE—

Punjab Tile Mart, Maclagan Road

MADRAS—

Lakbhmi Tile Works

PURULIA—

E. B D White, B. N. Itly,, Dist Manbhnm.

SECUNDERABAD—

Aibara & Sons, B. E., 48, Francis Street.

SIALKOT CITY—

Punjab Cement Tiles Co. , Near Shutar Knan.

Tiles (Roofing).

BANGALORE—

Railway & General Engineering Co., Ltd., P, O. Box No. 63 (Also
at Trichinopoly & Coimbatore).

BOMBAY—

Ellerman^s Arracan J^ce & Trading Co., Ltd., Imperial Chambers,
« Ballard Estate, Fort.

Jessop & Co., Ltd., Hamilton House, Graham Road, Ballard Estate.
Sizing Materials Co., Ltd., Ismail Buildings, Hornby Road, Fort.

^AT rTTT^ A

DIRECTORY' Ulf mil. CO^UKliJLli. issuu:ylix,x us

CUTTACK—

Rayb. B* N., Makarlea (B N. Rly ).

KA RA c m

Karachi Mosaic Marblite Works, P. O. Box No. 210.

LAHORE— ^ ^

Punjab Tilb Mart, Maclagan Road.

NAGPUR^

Pandit & Sons> Needham Park,

PURULIA—

White, E. B. D., B. N. Rly., Dist. Manbhum.
RAIPUR—

Dindayal Bros , P , Godihar.

RAJAHMVNBRY (S INDIA)—

The Indian Cement Concrete Co.

Well Linings.

BANGALORE— ^ ^ ^ ^ /ai

Railway & General Engineering Co., Ltd., P, O. Box 63. (Also at
Tnchmopoly & Coimbatore) . (See page 157).

BOMBAY— ^ M. X. ^ « 1 t:.

Ferro-Concrete Construction Co , "GulesTan, '6. Napier Road, Fort.
Indian Hume Pipe Co , Ltd , Phoenix Building, Ballard Estate.
(See page 143)

CALCUTTA— ^ ^ „ r. T

Bird & Co , Managing Agents, The Indian Patent Stone Co., Ltd.,

Chartered Bank Building
JHANSI—

Abbott Brothers (U. P.).

PURULIA (Bihar)—

White, E, B. D.

Window Frames.

BANGALORE—

Dear, T. W , P. O. Box No 75, 3, Millers Road.

ItAiLWAY & General Engineering Co . Ltd., P 0 . Box 63. (Algo at
Tnchinupoly & Coimbatore), (bet page 157).

BOMBAY—

Ferro-Concrete Construction Co ,"Gulestan," 6 ,NeplcrRoad, Fort,
CALCUTTA—

Bird & Co.. Managing Agents. The Indian Patent Stone Co„ Ltd.,
Chartered Bank bull nnir (See oaee i

ADVERTISEMENTS

Managing Agents and Sole Selling Managers:

C. MACDONALD 6« CO.»

BALLARD ROAD,

BOMBAY.

Sole Selling Agents for Northern and Eastern India :

Bcllme^Lawweli Gl Ltd.

CA?sCUTrA.

THE KATNI CEMENT & INDUSTRIAL C., Ltd.,

HIGHEST

Managing Agents and Sole Sdling Managers:

C. MACDONALD & Co.,

BALLARD ROAD,

BOMBAY.

SeUing Agents for Northern and Eastern India :

Balme^Lalme & Co., Ltd.

CALCUTTA.

INDIAN PATENT STONE

Extensively used for the last
44 years.

Withstands Hard

I Wear and Tear.

I

I

i Specially suited for Ware-
house Floors, Platforms,
j Pavements, Jetties, Bun-
: galows and Hospitals,

I etc.

1,500,000 to 2,000,000 S. Ft.

are laid every year.

<

FACTORY & WORKS OFFICE'

S5, Canal East Road,
BELLIAGHATTA.

Managing Agents :

BIRD & Co.

CALCUTTA.

Reinforced Concrete

WAREHOUSES, BRIDGES, JETTIES
WATER-TOWERS

PILE FOUNDATIONS
SLEEPERS, PIPES.

BIRD & CO.,

CONSTRUCTION DEPARTMENT.

Post Box 46.

CALCUTTA.

I

SEND YOUR ENQUIRIES

SHANKS & CO., LTD, BARRHEAD, SCOTLAND. j

Manufacturers : High Class Sanitary Fittings for Hospitals , ,
Institutes, Palaces, Bungalows, Offices and Ships. ^

TYLORS WATER & SANITARY, LTD , LONDON ,

Waterworks Engineers and Specialists. ‘

Manufacturers : Water Meters, Waste Preventing Appliances, |
Fire Fittings, Hydrants, &c. ;

HAM BAKER & CO., LTD., BIRMINGHAM & WESTMINSTER.

Waterworks, Sewage Disposal & Municipal Engineers, Manu^
facturers and Specialists, Sluice Gates, Penstocks, Sluice Valves,
Air Valves, &c

Sewage Screens, Sludge Plant and Elevators, Sewage Filter |
Bed, Distributors, &c., &c :

TUBES LIMITED, ASTON, BIRMINGHAM.

Manufacturers ; Cold Drawn Weldless Steel Tubes for all
Purposes.

BROMFORD TUBE GO., LTD., BIRMINGHAM.

Manufacturers of Hot Rolled Weldless Steel Tubes> Boiler
Tubes, Condenser Tubes, Ammonia Coils, &c. Hydraulic,
Steam, Water and Gas Mains, &c , &c. Transmission Poles, i
Lamp Standards

BROUGHTON COPPER WORKS (1928) LTD, MANCHESTER.

Manufacturers and Copper Smelters Specialists, Light Copper
Tubes for Plumbing and other trades.

FYFFE & COMPANY, DUNDEE, SCOTLAND.

Specialists and Manufacturers all Types. Patent Joints and
Unions

HILMOR LIMITED, LONDON.

Patentees and Manufacturers: ^'Hilmor*’ Pipe and Tube
Bending Machines.

H. W. BLAKE

Direct Bepresentative,

India, Biunnah &- Ceylon,

381, Hotnby Road, BOMBAY. '

ENGINEERING INSTRUMENTS.

Our stock of Surveying and Drawing Instill-
ments is purchased only from well-known English
Manufacturers and we guarantee them to be of
the highest class. Stocks of such materials as
Drawing Papers, Water and Oil Colours, Sensi-
tized Papers, Tracing Papers, etc. , are always in

stock.

No. 106-E Contbaotoes^ Dumpy Lbtv’hl, Q-inoh

A thoroughly sound little level specially
designed to be produced at the lowest
possible cost. It has a 9-inch telescope
with rack focussing. It is supplied in
mahogany case, with tripod stand,

Rs 160.

Send for o'Ur Illustrated catalogue “which “will he
sent post free,

Bombay Stationery Mart,

123, Pan«e Bazar Street, Fort,

BOMBAY.

SELF-SENTERING

expanded metal offers maximum rigidity
and complete diffusion of stresses, the
bonding surface being eleven times as
great as the same effective area of reinforc-
ing bars.

SELF-SENTERING

acts as both a reinforcement and frame-
work for all types of reinforced concrete
structures.

SELF-SENTERING

gives a perfect key for plaster on the
underside owing to its diamond mesh
construction.

FuU instructions and data regarding 8elf-
Hentering together with samples wPl he sent
on application.

Ellerman’s Arracan Rice & Trading Co., Ltd.

26^ Ddhoutie Sqa, Imperial CbamBen, 46, The Mall,

CALCUTTA. Ballard Eitate, LAHORE,

'Phm 1284. BOMBAY. 'PAone 2875.

'Phontt 22360.

MALTHOID

ROOFING

Many years of intensive experience have enabled us
to evolve MALTHOID specifications suitable for : —

REINFORCED or LIME CONCRETE ROOFS,

TILED and TIMBER ROOFS, CORRUGATED
IRON ROOFS, ROOFS of RAILWAY COACHING
STOCK, TRAMCARS, BUSES, Etc.,

ROOFS and DECKS of LAUNCHES and
STEAMERS, Etc.,

RESERVOIRS, SETTLEMENT TANKS, SWIM-
MING BATHS, BASEMENTS, GUTTERS,
FOUNDATION WALLS, Etc., Etc.

The process of laying Reinforced MALTHOID does
not inconveiuence the occupants of the bmlding
as the existing roof is not disturbed The weight of
MALTHOID IS negligible ; our heaviest specification
only weighs about 4 lbs per sq ft. We maintain
the largest organization of highly trained water-
proofing specialists in the East for handling water-
proofing problems and this staft is entirely at your
service.

SpecifioatioDB, quotations and made-up samples will
be sent on application without obligation. We only
require to ^ow the approximate area, location and
particulars of the type of roof to be waterproofed, i.e,,
if of flat or slopmg concrete, tiles, timber, corrugated
iron, etc.

Sole Agents:

Efierman’s Arracan Rice & Trading Co., Ltd.

2S, Dalhoosie Sq.f Imperial Chambert, 6, The Mall,

CALCUTTA. Ballard Eatati^ LAHOBE.

•Phone 1234. BOMBAY. 'Phone 2875.

'Phone 22380.

J. C. GAMMON, ltd.

CONSULTING ENGINEERS

AND

CONTRACTORS.

REINFORCED CONCRETE SPECIALISTS.

WAGHOLI BRIDGE

Tdephone

No. 23969.

Td^ams :

Head Office :
Stronach House,
Ballard Estate,
BOMBAY.

CONCRETE MIXING

CD LTD'^<^

MACHINERY BY (^OOD-WI^

✓ BCO* ^

^ atbadt MAUi- ^

'fEsrt^^

The ‘ ‘ Goodwin”
Patent Open
Drum Mixer,
Portable, with
Engine.

STONS BKBASHEIS, aBANUI.AIOBS, QRAYBIi MACHUTBU'S', Bla

The “ GoodAvin ’ ’
Patent Open Drum.
Mixer, Portable,
■with Engine, con-
vertible for end or
side loading.

AU^

Indtan Agents i —

P. ORR & SONS, Ltd., Madras.
TURNER HOARE & Co., Ltd., Bombays

STOCKS HELD IN INDIA;

MORE EFFICIENr THAN

DOUBLE

ITS WEIGHT OF LOOSE RODS TIED

Fabric

HEATLY &, GRESHAM

LONDON

L I M I T E

(INCORPORATED IN ENGLAND)

CALCUTTA : BOMBAY : MADRAS : LAHORE

Iimiite

Mgijvrueo nfAMMAgm ■' -

WILL MAKE YOUR FLOORS

WEAR.PROOF
WATERPROOF
OIL-PROOF
GREASE PROOF
DUSTLESS

HEATLY GRESHAM

■ L I M I T E D"'

(INCORPORATED IN ENGLAND )

LONDON t qALCUITA : BOMBAY ; MADRAS : LAHORE

P. 84

Silicate of Soda

Crescent

Brand

A colourless concentrated liquid. One gallon
added to four gallons of water will effectively
harden, strengthen and densify 400 sup. feet
of Concrete or Portland Cement surfacing.

By densifying the outer layer of the
Concrete, P. 84 Silicate of Soda renders
the Concrete more waterproof.

BooMets on apphcation.

Imperial Chemical Industries (hdii), Ltd.,

(FOHMERLY BRUNNER MONO & Co (INDU), Ltd )

18, Strand Road, CALCUTTA.

Branches at

BOMBAY, KARACHI, MADRAS AND RANGOON.

HUME PIPE

ALWAYS MORE THAN MEETS
SPECIFICATIONS FOR STRENGTH.

In Addition

THE HIGH DENSITY AND
LOW 'ABSORPTION OF SPUN CONCRETE
INSURES
DURABILITY.

The Indian Hume Pipe Co., Ld.^

Phoenix Building, Ballard Estate,

Fort, BOMBAY.

THE ROCK OF AGES

The Cement Gim is the recognised modern method of rooou*'
ditiomng concrete, reinforced concrete, masonry and other similar
structures, and also for hrung tunnels, facing the walls of buildings,
dams, canals, and for many other purposes.

It blows on the concrete mixture by means of compressed
air, and is the only known method of secunng a perfect joint
between the mixture and the structure.

The “Gunite” is denser and one-third stronger than ordinary
concrete of the same mixture, and quite impervious to water
even at great pressure.

Sole Agents ; —

JOHN FLEMING & Co., Ltd.,

Bastion Road, Fort,

BOMBAY.

THE SHAHABAD CEMENT Co., Ltd.

The Finest Portland Cement obtainable in India.

In use on the Principal Railways in Southern India,
Government and other important works*

BRAND

PORTLAND CEMENT.

19ZS BRmSH STANDAim SPECIFICATION.

SELLING AGENTS •—

Madnii PwideiKF and H. E, H. Tlw Nizam'* Tho Deccan i

Myioret Doramions i RASHID

BEST & CO., LTD., ALLADIN & SONS, KHODADAD & CO.,
MADRAS. SECUNDERABAD. 81 . Mum Street, POONA.

THE SHAHABAD CEMENT Co., Ltd.

"BOMBAY HOUSE,”

24, BRUCE STREET, FORT, BOMBAY.

PORTLAND i
CEMENT ,

“ GANAPATl »’

BRAND.

Complies "with the re%ised (1925) British
Standard Specification.

USE IT AND SAVE MONEY.

i TATA SONS, LTD.,

Agents,

THE INDIAN CEMENT Co., Ltd.

Bombay House, Fort,

BOMBAY.

Absolute Dependability

t

PORTLAND

CEMENT.

Bundi Portland Cement, Ltd.,

LAKHERI, RAJPUTANA.
Agents:

KILLICK NIXON & Co.,

BOMBAY.

“ SWASTIKA ”

INDIA’S FINEST CEMENT.

A Portland Cement with a
Reputation for Rapid Hardening.

BURN & Co. KILLICK NIXON & Co.

CALCUTTA. BOMBAY.

WorTca • — KYMORE,

G. I. P. Ry.

THE CENTRAL PROVINCES PORTLAND CEMENT
COMPANY.

j; YOU

; CANNOT GO WRONG
i IF YOU ARE

I CAREFUL

II,

I, AITD

Portland Cement

The Gwalior Cement Co., Ltd.,

Gwali#r, G. I, P. Ry.

Sales Managers ■ — Selling Agknts ; —

Killick JNixpa^ Co., ^ Bird^& Co.,

BOMBAY. . DELHI, LAHORE AND GAWNPORE.

KILLICK NIXON & Co.

(IMPORT AND AGENCY DEPT.)

BOMBAY.

AGENTS FOR :

The Pedershaab Cement Mould Co.

DENMARK.

Manufacturers of the most up-to-date j
moulds and machines for concrete con-
struction. (Mixers, Moulds for Pipes, I
Tiles, Vases, Balusters, etc.) i

Silvertown Lubricants (India), Ltd. |

MOULD OIL

As used for the construction of BALJLY
BRIDGE and for the moulding of HUME I
PIPES,

Arthur Balfour & Co., Ltd.

SHEFFIELD.

High speed tool steel and twist drills,
Carbon, Chisel and Mining drill steels.

Stocks of all the above are held in
Bombay.

“Five Rivers Brand/^

. N. W. R.

and sold by

BIRD & Co.,

LAHORE. I

Punjab Portland Cement, Ltd. i

Agents :

KILLICK NIXON & Co.,

BOMBAY. ’

flag brand.

flag brand.

flag brand.

■ The eeiy high ^

^ON & Co,

BOMBAY.

* BUB)^ *

CALCUTTA.

CO. OF INDIA*
the united cement CO.

lyiEHGAON, Cm L P-

Telegrams 11^^® -j-^l 24602-3

IMACBETH" BROTHERS ENGINEERS * C? LTD BOMBAY

acb«thceiitii*‘ 1
fngal Pnmpi
for heads iipto
50 ft.

W.P Weldinc
plant enables I
. to weld any- j
i thing broken
km any Metal.

I odiran Boilers I
effect i

inomy in^ fuel |
I consumption.

k itumastie
f palntr-m all
h colours prevent
I Corrosion and |
^five long life
To structures

impure Fencing
Built through o
out of 9 gauge
i steel wire pro-
itectyour crops
from the

attacks of
Animals.

T anks made of

sed Steel plates
are stronger,
dieaper and can
be built byun*
akUled Labour.

I andi Burners
ft torches^ are
avail^te In
many

to suit indin-
dual require'
ments.

==- BOMBAY

Agents for .

DICK’S ORIGINAL
BALATA BELTING

MAKES THE IDEAL DRIVE
FOR POWER-TRANSMIS-
SION, CONVEYING AND
ELEVATING.

PIGGOTT’S PATENT

PRESSED

STEEL TANKS

CAN BE BUILT TO ANY
SIZE FROM STANDARD
STOCK PLATES BY ANY
UNSKILLED LABOUR.

GARDNER

HEAVY

OIL

ENGINES

acbetb H. R.
Type deep
wall pump for
heeds upto
100 ft.

spbalt Roofmg
widely known
i as Security
1 wide weld
kasphalt rooSng
gives perma-
nent proteo-
tiont and satis-
faction

y opper and braaa
1 tubea for Engi"
neering work of
Jail descriptions.

.itumen boilers
I of every kmd
Kfor road eone-
Itrnction e^
"surfacing work

GIVE MAXIMUM SERVICE
AT A MINIMUM COST

—THEY ARE THE POPULAR
ENGINES OF THE^ DAY-

AVAILABLE IN MANY TYPES &

SIZES UPTO BOO B. H. P.

“MACBETH”

PUMPS

FOft'CONTINUOU^ WATER SUPPLY

THROUGHOUT THE YEAR

I I

£ ertha

Borhi)

erdi augers for
Boring holse of
any sue and
depth in any i

T rucks, Slings- 1
by^sEtted ^th

.•3S"

make tran^r-
tmg and ueim-
tioB easy. '

e F. Type Gard-
ner. Heavy oQ
engineeare Hm
popular engi-
nes of the day*

MACFETH ** A GUARANTEE FOR QUALITY MACHINERY.

Sone Valley Portland Cement Co., Ltd.

THIS CEMENT MORE
THAN MEETS THE
EXACTING REQUIRE*
MENT8 OF THE
BRITISH STANDARD
SPECIFICATION

AS SUPPLIED TO
CALCUTTA PORT
OOMMISSIONERSr
EAST INDIAN RLY.,
CALCUTTA CORPORA-
TION, ETC , ETC.

PORTLAND CEMRNT

ROHTA8 BRAND

LUCKNOW COUNCIL CHAMBERS

MARTIN & Co.,

9 it 7, CKvo Starae^

Sole SeBlttg Agenb :~

<5HXAIOffiRS, ARBUTHNOT & Co.,

TpE MAWSON-VERNON Co., Lta.,

VULCAN HOUSE,

BALLARD ESTATE,

Port Bos 862 ; BOMBAY.

.liiijii:.;-*

(Pott B9> No. nz.) COliOMSO,

IVf

SOME OF

I L L A R

CONSntVCTIONAL

MACHINERY

S’

MILLARS’ PORTABLE
PUMPS

(“Diaphragm”
and “ Trench
Force”) are
being used by
the lar g cat
Municipalitie a
and Contractors
on excavation,
pipeline, sewer
and 81 m 1 1 a r
work.

STONE BREAKERS.

“ All steel type ” The most efficient
form of breakers made

THE « WYLIE” OONORETE
BLOCK MACHINE.

MILLARS’ POWER DRIVEN
HOISTS.

T

Suitable for all
shapfea, sizes
and types of
artificial stone
blocks

THE “ ANDERSON ” GRAVITY SAW.

As well as all types of Anderson-
Gnce stone working machinery

Always ready for use, e»ily
ported. Constructed with the oest
British Materials All parts ac-
cessible and simple

MILLARS’ MORTAR MILLS,

Under-driven and over-dfiven Supplied

m sizes from 5 feet to 9 feet inclusive

For Prices andfixrthcr

MILLARS* TIMBER AND TRADING CO., LTD.

(M'A fTgiNiiBY Dhpabumhnt )

Post Box 262. BOMBAY.

“POYTILE” (Brand)

I CEMENT FLOORING TILES

j AND .

I CONCRETE PRODUCTS

I in various multicoloured designs will shortly
be put on the Indian Markets by

POY BROTHERS

MANUFACTURERS

OF

Cement Flooring Tiles and Concrete Products
Kalbadevi Road, Bombay No. 2.

Telegraphic Address •— « IDEAL BOMBAY.

THE RAILWAY & GENERAL ENGINEERING Co., Ltd.

Reinforced Concrete Engineers and Contmaora,

GOLD MEDALS
AWARDED.

The Art, Industrial
and

Agricultural
Exhibition,
Bangalore, 1926.

c I

1 ^ ! •

GOLD MEDALS
AWARDED

The International!
(fifth) Exhibitiort
1927-28.

The All India
Industrial and
Agricultural
Exhibition,
Mysore, 192^.

laADB

PENcd

MAKE.

Madras.

The Dasara
Exhibition
Mysore, 1928,.

RENCO LAMP POST.

Sole Licensees in India of Marriott's Patent System of Reinforced Concrete.

Manufacturers of.

Reinforced (joncrete Signal Posts, Transmission Poles,
Ornamental Lamp Posts, Nameboards, Pipes for various
purposes, Garden Bench.es, Garden Ornaments, Flooring Tiles,
Flower Pots, etc.

All classes of Reinforced Concrete structural work undertaken.
Post Box No. 63, Tdegrarm: RENCO

Bangalore. Bangalore.

WORKS AT

BANGALORE, COIMBATORE & TRICHINOPOLY.

Messrs. ’J',.STANES & Co., Ltd.,

misMRATORE.

If You Require

DRY COLOURS

’ FOR

\

j CEMENT FLOORS & TILES,

! Consult

SHALIMAR

I

I .

We shall be pleased to forward
Samples of dry Colours and Specimen

j ’ : ' '

j Tiles on Request.

SHALIMAR PAINT, COLOUR aod
VARNISH Co., Ltd.

Managing Agents : TmVER, MORRISON & Co., Ltd.
POST Box es, CALCUTTA.

PERMANENT

FOUNDATIONS

(

C /?^ ^

SIMPLlS

-O/ V

<ES

8 Stpand R? Calcutta

Agents :
Bxtbma. and
F. M S.—

Messrs.
United
Engineers
Limited,
Rangoon &
Singapore,

Madbas
PBBSIDBNOy -

Messrs.

Gammon

Dunkertey

and

AgeTLts :

FOR

China and
Pah East

Associated
Agencies
(Far East)
Limited
Shanghai
China.

Designs

Co., Ltd.
Madras

svJlmiUed
free of cost.

280 TQN TEST LOAD ON 4 SIMPLEX PILES
FOR EL I. RLY.

to '

Head Office . — 8, Strand Road,
Ko. Box 2159, CALCUTTA.

FOR

i The United Strip and Bar Mills’

I SHEFFIELD, ENGLAND

: “STRIBAR”

j Brand

I Bars for Ferro-Concrete Work

: AND

I i

' Daniel Doncaster and Sons’ i

I I

SHEFFIELD. ENGLAND ;

BALLS CRUSHERS

' APPLY TO

The llNiTEi Steel Companies (INDIA), Ltd. I

t I

KODAK HOUSE, HORNBY ROAD

BQIIBAY

AKP ;

RAISSON HOUSR, 4. LYONS RA^p |

, cAi4:qm,

WINDOWS

FOR USE IN INDIA

CRITTALL METAL WINDOWS
ARE ESSENTIALLY SUITABLE
FOR TROPICAL COUNTRIES.
THEY RESIST THE WHITE
ANT AND THE WEATHER. AND
ARE NOT AFFECTED BY HEAT.
STANDARD TYPES CAN
USUALLY BE DELIVERED FROM
STOCK. LOW COST, GOOD
MATERIAL AND FIRST-CLASS
WORKMANSHIP.

PARTICULARS FROM

THE

CRITTALL

MANFG. CO. (INDIA) LTD.

SECRETARIES: WILLIAM JACKS & CO.
NEVILLE HOUSE, BALLARD ESTATE, BOMBAY